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065183-PM1 - Construction-Related - Contract - Zale Properties, Inc. and Bandera Utility Contractors, Inc.
CSC No. 65183-PM1 FORTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER & SEWER IMPROVEMENTS TO SERVE: THE HAWTHORN AT ROCK CREEK PHASE 1 IPRC Record No. IPRC25-0188 City Project No. 106640 FID No. 30114-0200431-106640-EO7685 File No. N/A X File No. X-28790 Mattie Parker Mayor 5/18/2026 R ...........................: *. VALERIE ARRUDA f 151600 I@ ���5 �cENS��G;�00 IR ��DIVAL VI/ —nk Jesus "Jay' Chapa City Manager Christopher P. Harder, P.E. Director, Water Department Prepared for The City of Fort Worth May 2026 mimiia 519 E. Border Street Arlington, TX 76010 www.mmatexas.com varruda@mmatexas.com tbpe #f-2759 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Page 1 of 5 Last Revised 0011 , 43 � nn;, ,lfistf�Hetiaasn-ion 029 004100 Bid-Fiwm nn to 4 00 42 43 Proposal Form Unit Price 05/22/2019 nn� -Bid Bend 04/024204-4 nn nc „ er-snnm� 0045 12 Prequalification Statement 09/01/2015 nn n5 ,Bidder-03 9A20 n 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 0045 40 n 4 Aga 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 0062 13 no.f ,-...anee Bend n, - ;z nn�4 Payment Bend n, i�12 0062 19 Maintenance Bond 01/31/2012 007200 444T 007300 07,1 n]- ]- 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 n, 2, 4n vr�rzv n�in, 2 , m'rorrLviT 01 32 33 Preconstruction Video 08/30/2013 013300 Submittals 08/30/2013 0135 13 Spec al Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 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 7123 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 0177 19 Closeout Requirements 04/07/2014 017823 1 Operation and Maintenance Data 04/07/2014 1017839 1 Project Record Documents 04/07/2014 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 106640 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 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:Happs.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02A44-3. coio tiye Site Demolition— 17 20,9012 0241 14 Utility Removal/Abandonment 12/20/2012 42-4444 X m 6 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0 3 i 3 Iai2nian12 4- 3n i6 Q00000 8 i i�i2- Division 26 - Electrical Division 31- Earthwork 3 i 4 n-on ni 2/20/20 iz � Iry v'n-2-9r20-13 34-23-2-3 Beffew n i i 3 3—244)0v NH S 0 i i �3 31 25 00 Erosion and Sediment Control 12/20/2012 � ,moo Gabions , 2 /�10 3';— vdpr-ap,2i�12 p - MMEMMOM Erin, MMFT�. - ■ ._ • . CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 106640 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 44 n3 i n Bypass PuWiag of Ekisting Sewff Sy4effis i 2 i2ni2n12 -3 nn i n �J--vTTv Q/20i2W r�-avrav-iz 33--0444 Cor-,.esior Q,.A..4 Trost Stations 12i2042014 i � i�W 4 ZooTefnpamfy0� in�ii O noA-4--Aimas42 m�44 3344-50 Cleaning of SeweF Mains i 2 i�1-2 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 44 nc i3inCover-01,L224ni� 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 3305 17 Concrete Collars 12/20/2012 3-4n nc o i � 120,9012 z 3 nc 2 T✓--v�-zT T,,,mel r :,. a 4-ate 1 2/2 201 rtravraozz 3 nc 2- �J--v�-zz i � 90/20 2 rtravrav�z 22 nc �� TJ--v7-Z� �z 12420,Q012 3 -03-24 06 i i -3 3 nc 2ti �-vTzv i � i�0404- zz�vrzmz 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride VC Pressure Pie 11/16/2018 33i 4 3Pr-essufe12,120,4012 3344-474 , 2 /��2 33 1210 Water Services 1-inch to 2-inch 02/14/2017 33 1211 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 33 1221 AWWA Rubber -Seated Butterfly Valves 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 106640 Revised March 20, 2020 0000 10 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 1250 Water Sample Stations 12/20/2012 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3331 12 Cured in Place Pipe CIPP 12/20/2012 24�12 44 4t tcPolyethylene114!,014! � 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pip 12/20/2012 33-34-2-2 t � ��12- 44 4t 2-Sewer-Q00001� 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33-34-79 , 2 A�12 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 44 3n 4n 12,/20Qn12 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 gStefmn�m�1 4Z n t t t �srrrr �nQ 04M/�z 444t�z � t1/13,/ nntc � t 2 i�12 33444� SloRoa SteF v r4,.ai* n� inQ„ 'wit 3 n6 n2 rr-efle, pr-aiffs 07/01001t 4444444 C—A84 :,, A-800o>\a 4t,,401 ail T,,BetiOH B Xes 1 4n 44 nn �J--rJ-zv rz�-avrav-iz 33 no nn �o n�mt 40 t o„-oz,-z�n EL WON ._ 15 _ ■ ..NINE 111. W. _ CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 106640 Revised March 20, 2020 0000 10 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Appendix v� . GC-4.02 Subsurface and Physical Conditions GG n 06 u a r a to .�� -rev xxa$uiavuS l�ii,'Iivmiic�it&l, vixait�v�-cat��sc GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 106640 Revised March 20, 2020 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 1 of 3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 2 241.1118 4" -12" Pressure Plug 3305.0005 12" Waterline Lowering 3305.0109 Trench Safety 3305.1004 24" Casing By Open Cut 3311.0001 Ductile Iron Water Fittings w/ Restrain 3311.0041 4" Water Pipe 3311.0141 6" Water Pipe 0241 14 33 05 12 EA 1 $500.00 $500.00 $45,000.00 $2,681.25 EA LF 3 1375 $15,000.00 $1.95 3 33 05 10 4 5 6 7 33 05 22 33 11 11 LF 20 1.23 $150.00 $10,500.00 $3,000.00 $12,915.00 $1,144.00 TON 33 11 10, 33 11 12 LF 22 $52.00 33 11 10, 33 11 12 LF 2 $63.00 $126.00 8 3311.0441 12" Water Pipe 33 11 10, 33 11 12 LF 1272 $108.00 $137,376.00 9 3311.0457 12" DIP Water, CLSM Backfill 3311 10 LF 81 $81.00 $6,561.00 10 3312.0108 Connection to Existing 24" Water 331225 EA 1 $21,530.00 $21,530.00 11 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $12,500.00 $12,500.00 12 13 3312.2203 2" Water Service 33 12 10 EA 1 $5,500.00 $5,500.00 $40,000.00 $5,000.00 $19,050.00 $13,500.00 3312.2802 4" Water Meter and Vault 3312 11 EA EA EA 1 2 3 1 $40,000.00 $2,500.00 $6,350.00 $13,500.00 14 3312.3002 6" Gate Valve 33 12 20 15 3312.3005 12" Gate Valve 33 12 20 33 12 20 16 3312.3105 12" Cut -in Gate Valve EA TOTAL UNIT I: WATER IMPROVEMENTS $326,383.25 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn Version May 22, 2019 00 42 43_13id Proposal_DAP 2026-02-12 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 2 of 3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT II: SANITARY SEWER IMPROVEMENTS 1 0241.2016 Remove 15" sewer Line 0241 14 31 2500 LF LS 6 1 $350.00 $2,100.00 2 3125.0101 SWPPPz1 ACRE $7,500.00 $7,500.00 3 3301.0002 Post -CCTV Inspection 3301 31 LF 1773 $2.50 $4,432.50 4 3301.0101 Manhole Vacuum Testing 3301 30 EA 13 $750.00 $9,750.00 5 3305.0109 Trench Safety 3305.0112 Concrete Collar for Manhole 3305.0113 Trench Water Stops 33 05 10 LF 1773 $4.00 $7,092.00 $13,750.00 6 33 05 17 EA 11 $1,250.00 7 33 05 10 33 11 10, 33 31 12, 33 31 20 EA LF 6 304 $1,500.00 $80.00 $9,000.00 $24,320.00 $212,100.00 8 3331.4115 8" Sewer Pipe 3331.4215 15" Sewer Pipe 3331.4216 15" Sewer Pipe, CSS Backfill 3339.0001 Epoxy Manhole Liner 9 10 33 11 10, 33 31 12, 3331 20 LF 1414 $150.00 33 11 10, 33 31 12, 3331 20 LF 55 $195.00 $10,725.00 11 33 39 60 VF 149 $455.00 $67,795.00 12 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 9 $9,226.00 $83,034.00 13 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 4 $17,500.00 $70,000.00 14 3301.0004 Final MH-CCTV Inspection 3301 31 EA 13 $962.00 $12,506.00 $36,900.00 15 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 82 $450.00 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS1 $571,004.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP 2026-02-12 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 3 of 3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Quantity Unit Price Bid Value No. Measure Bid 25 UNIT II: SANITARY SEWER IMPROVEMENTS Total Construction Bid $897,387.75 This Bid is submitted by the entity named below: BIDDER: BY: Kent Vest Bandera Utility Contractors m. 5750 Genesis Court, Suite 100 Frisco, TX 75034 TITLE: Chief Operating Officer DATE: Contractor agrees to complete WORK for FINAL ACCEPTANCE within 15 worldng days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP 2026-02-12 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of I SECTION 00 4512 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 [ype 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 Open Cut (12" and under); Water New Development Open Cut (16" and under); -24-inch Water Connection for Stonehawk Northside Bandera Utility Contractors, Inc. 4/30/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Bandera Utility Contractors, Inc. BY: 5750 Genesis Court, Suite 100 Frisco, TX 75034 (Signature) TITLE: CUv DATE: 'S )1cb 1-bovi END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 0045 12Prequalification Statement 2015 DAP Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 106640. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 Bandera Utility Contractors, Inc. By: Kent Vest 13 Company (Please Print 14 15 5750 Genesis Court, Suite 100 Signature: 16 Address 17 18 Frisco, TX 75034 Title: Chief Operating Officer 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 S, -- , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of R .t� A tk�,i1 1i�4�tvriS for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this _day of 33 �. t.a�' _ , 20260 34.�, , 35 �p�war.p'�,, SHERRI L. SHORT 36 ��' Notary Public, State of Texas 37 ':, Comm. Expires oe-2a-2o26 Notary Pu is in an or the State of Texas eoP`�, Notary ID 133978962 38 39 END OF SECTION 40 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106640 Revised April 2, 2014 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 5/13/26 is made by and between the Developer, 5 Zale Properties, Inc., authorized to do business in Texas ("Developer") , and Bandera 6 Utility Contractors, Inc., authorized to do business in Texas, acting by and through its duly 7 authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 The Hawthorn at Rock Creek Phase I 17 106640 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 15 working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer Zero Dollars ($0.00) for each day that expires after the time specified in 36 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of Eight Hundred Ninety -Seven Thousand, Three 40 Hundred Eighty -Seven Dollars and Seventy -Five Cents ($897,387.75). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) StatO fia FOdefa a,,, -HffiofitS 51 b. Insurance ACORD Form(s) 52 53 d—. B^^a (PAP n ver- 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or- SRE Commitment Fafm 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by anv act, omission or negligence of the citv. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other parry hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and ill CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised June 16, 2016 00 52 43 -4 Developer Awarded Project Agreement Page 4 of 4 116 117 7.6 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly 119 authorized signatory of the Contractor. 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 125 Contractor: Bandera Utility Developer: Zale Properties, Inc. Contractors, Inc. By: ��% Bv: (Sig nature) (Signature) Kent Vest Blake Zale 126 (Printed Name) (Printed Name) Title: Chief Operating, Officer Title: Manauer Company Name: Bandera Utility Company name: Zale Properties, Inc. Contractors, Inc. Address: 5750 Genesis Court, Suite 100 Address: 8333 Douglas Ave., Ste. 1500 City/State/Zip: Frisco, TX 75034 Date City/State/Zip: Dallas, TX 75225 Date CITY OF FORT WORTH I'he Hawthorn at Rock Creek Phare I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised June 16, 2016 POLICY NUMBER: 10158040756 CG 72 86 04 25 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS —WITH PRODUCTS -COMPLETED OPERATIONS COVERAGE — INCLUDING OTHER PARTIES IN COMPLIANCE WITH WRITTEN CONTRACTUAL REQUIREMENTS (THROUGH ISO 07/04, 10/01 and 11/85 COVERAGE OPTIONS) The following items modify insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph A.1. above. B. The insurance provided to the additional insured is limited as follows: 1. The person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your ongoing operations specified in the "written contract"; or b. "Your work" that is specified in the "written contract" but only for "bodily injury" or "property damage" included in the "products -completed operations hazard", and only if: (1) The "written contract" requires you to provide the additional insured such coverage; and (2) This coverage part provides such coverage; and (3) Such coverage will not apply subsequent to the first to occur of the following: (a) The expiration of the period of time required by the "written contract"; or (b) The expiration of any applicable statute of limitations or statute of repose with respect to claims arising out of "your work". 2. If the "written contract" specifically requires you to provide additional insured coverage via the 04/13 edition of CG2010 or CG2037, then in paragraph B.I. above, the words "caused, in whole or in part, by" still apply. 3. If the "written contract" specifically requires you to provide additional insured coverage via the 07/04 edition of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" still apply 4. If the "written contract" specifically requires you to provide additional insured coverage via the 10/01 editions of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" are replaced by the words "arising out of'. 5. If the "written contract" specifically requires you to provide additional insured coverage via the 11/85 edition of CG2010, then in paragraph B.1. above, the words "caused in whole or in part by" are replaced by the words "arising out of your work." CG 72 86 04 25 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 2 CG 72 86 04 25 6. With regard to B.1. and B.2. above only, the following conditions are added: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a "written contract", the insurance afforded to such additional insured will not be broader than that which you are required by the "written contract" to provide for such additional insured. c. Notwithstanding anything to the contrary Section IV — Conditions, 4.Other Insurance, this insurance is excess over all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if the insurance is required by the "written contract" to be primary and non-contributory, this insurance will be primary and non-contributory relative solely to insurance on which the additional insured is a named insured. 7. The insurance provided to the additional insured by this endorsement does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of: a. The rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and (2) Supervisory, inspection, architectural or engineering activities. b. Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. C. Only for the purpose of the insurance provided this endorsement, SECTION V — DEFINITIONS is amended to add the following definition: "Written Contract" means a written contract or written agreement that requires you to make a person or organization an additional insured on the coverage part, provided the contract or agreement: 1. Is currently in effect or becoming effective during the term of this policy; and 2. Was executed prior to: a. The "bodily injury" or "property damage"' or b. The offense that caused the "personal and advertising injury", for which the additional insured seeks coverage under this coverage part. CG 72 86 04 25 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 2 CG 73 40 04 25 CONTRACTOR ULTRA LIABILITY PLUS ENDORSEMENT COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES This is a summary of the various additional coverages and coverage modifications provided by this endorsement. No coverage is provided by this summary. " Expected or Intended Liability — Exception for Reasonable Force * Expanded Damage To Premises Rented By You to include Explosion, Lightning and Sprinkler Leakage * Coverage for non -owned watercraft is extended to 51 feet in length * Property Damage - Borrowed Equipment * Property Damage Liability - Elevators * Coverage F - Electronic Data Liability Coverage - $50,000 * Coverage G - Product Recall Expense $25,000 Each Recall Limit with a $50,000 Aggregate - $1,000 Deductible • Coverage H - Water Damage Legal Liability - $25,000 • Coverage I - Designated Operations Covered by a Consolidated (Wrap -Up) Insurance Program - Limited Coverage * Increase in Supplementary Payments: Bail Bonds to $1,000 * Increase in Supplementary Payments: Loss of Earnings to $500 * For newly formed or acquired organizations - extend the reporting requirement to 180 days * Broadened Named Insured • Automatic Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction Agreement With You — Including Upstream Parties * Contractors Blanket Additional Insured - Products - Completed Operations Coverage — Including Upstream Parties * Automatic Additional Insured — Vendors " Automatic Additional Insured- Lessor of Leased Equipment Automatic Status When Required in Lease Agreement With You " Automatic Additional Insured - Managers or Lessor of Premises * Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured " Additional Insured - State or Governmental Agency or Subdivision or Political Subdivision - Permits or Authorizations * Additional Insured - Consolidated Insurance Program (Wrap -Up) Off -Premises Operations Only - Owners, Lessees or Contractors Automatic Status When Required in Construction Agreement With You * Additional Insured - Employee Injury to Another Employee • Automatically included - Aggregate Limits of Insurance (per location) * Automatically included - Aggregate Limits of Insurance (per project) * Knowledge of occurrence - Knowledge of an `occurrence", "claim or suit' by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee * Blanket Waiver of Subrogation * Liberalization Condition * Unintentional failure to disclose all hazards. If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. • "Insured Contract' redefined for Limited Railroad Contractual Liability * Bodily Injury Redefined REFER TO THE ACTUAL ENDORSEMENT, FOLLOWING ON PAGES 2 THROUGH 9, FOR CHANGES AFFECTING YOUR INSURANCE PROTECTION CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 1 of 11 POLICY NUMBER: 10158040756 CG 73 40 04 25 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR ULTRA LIABILITY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SECTION I -COVERAGES A. The following changes are made at COVERAGE A - BODILY INJURY AND PROPERTY DAMAGE LIABILITY 1. Expected or Intended Liability — Exception for Reasonable Force At 2. Exclusions exclusion a. Expected or Intended Injury is deleted and replaced by the following: "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 2. Expanded Damage To Premises Rented By You At 2. Exclusions the last paragraph is deleted and replaced by the following: Exclusions c. through n. do not apply to damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily occupied by you permission of the owner. A separate limit of insurance applies to this coverage as described in SECTION III - LIMITS OF INSURANCE. 3. Non -Owned Watercraft At 2. Exclusions exclusion g. Aircraft, Auto Or Watercraft (2)(a) is deleted and replaced by the following: (a) Less than 51 feet long; and 4. Property Damage — Borrowed Equipment At 2. Exclusions the following is added to paragraph (4) of Exclusion j. Damage To Property: This exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and while not being used to perform operations. The most we will pay for "property damage" to any one piece of borrowed equipment under this coverage is $25,000 per occurrence. The insurance afforded under this provision is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 5. Property Damage Liability — Elevators At 2. Exclusions the following is added to exclusion j. Damage To Property: Paragraphs (3), (4), and (6) of this exclusion do not apply to "property damage" resulting from the use of elevators. However, any insurance provided for such "property damage" is excess over any valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. B. The following coverages are added: 1. COVERAGE F — ELECTRONIC DATA LIABILITY COVERAGE For the purposes of this Electronic Data Liability Coverage only: a. Exclusion p. of Coverage A — Bodily Injury And Property Damage Liability in Section I — Coverages is deleted and replaced by the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 2 of 11 its permission CG 73 40 04 25 inability to manipulate "electronic data" that does not result from physical injury to tangible property. However, this exclusion does not apply to liability for damages because of "bodily injury". b. "Property damage" means: (1) Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; or (2) Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence" that caused it; or (3) Loss of, loss of use of, damage to, corruption of, inability to access or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the `occurrence" that caused it. For the purposes of this Electronic Data Liability Coverage, "electronic data" is not tangible property. The amount we will pay is limited as described below in SECTION III - LIMITS OF INSURANCE 2. COVERAGE G — WATER DAMAGE LEGAL LIABILITY The Insurance provided under Coverage H (Section 1) applies to "property damage" arising out of water damage to premises that are both rented to and occupied by you. The Limit under this coverage shall not be in addition to the Damage To Premises Rented To You Limit. The amount we will pay is limited as described below in SECTION III — LIMITS OF INSURANCE. C. SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended: 1. The title of this section is deleted and replaced by SUPPLEMENTARY PAYMENTS 2. Bail Bonds Paragraph 1.b. is deleted and replaced by the following: b. Up to $1,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 3. Loss of Earnings Paragraph 1.d. is deleted and replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit', including actual loss of earnings up to $500 a day because of time off from work. SECTION II — EXCLUSIONS A. The following exclusion is added: 1. DESIGNATED OPERATIONS COVERED BY A CONSOLIDATED (WRAP-UP) INSURANCE PROGRAM The following exclusion is added to Paragraph 2. Exclusions of SECTION I — COVERAGES COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE LIABILITY: r. This insurance does not apply to "bodily injury" or "property damage" arising out of either your ongoing operations or operations included within the "products -completed operations hazard" for any "consolidated (Wrap- up) insurance program" which has been provided by the prime contractor/project manager or owner of the construction project in which you are involved. This exclusion applies whether or not a "consolidated (Wrap-up) insurance program": (1) Provides coverage identical to that provided by this Coverage Part; or (2) Has limits adequate to cover all claims. This exclusion does not apply if a "consolidated (Wrap-up) insurance program" covering your operations has been cancelled, non -renewed or otherwise no longer applies for reasons other than exhaustion of all available limits, whether such limits are available on a primary, excess or on any other basis. You must advise us of such cancellation, nonrenewal or termination as soon as CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 3 of 11 practicable. For purposes of this exclusion a providing insurance coverage to all major) construction project. SECTION III — WHO IS AN INSURED A. The following change is made: Extended Reporting Requirements CG 73 40 04 25 "consolidated (wrap-up) insurance program" is a program parties for exposures involved with a particular (typically Item 3.a. is deleted and replaced by the following: a. Coverage under this provision is afforded only until the 180"' day after you acquire or form the organization or the end of the policy period, whichever is earlier. B. The following provisions are added: 4. BROAD FORM NAMED INSURED Item 2.e. is added as follows: e. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period only if there is no other similar insurance available to that entity. However: (1) Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired more than 50 percent of the voting stock; and (2) Coverage B does not apply to "personal and advertising injury" arising before you acquired more than 50 percent of the voting stock. 5. Additional Insured — Owners, Lessees or Contractors -Automatic Status When Required in Construction or Service Agreement With You — Including Upstream Parties a. Any person or organization for who you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as additional insured on your policy; b. Any other person or organization you are required to add as an additional insured under the contract agreement described in Paragraph a. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. Such person(s) or organization(s) is an additional insured only if the written contract is currently in effect or becoming effective during the term of this policy; and Was executed prior to: (a) The "bodily injury' or "property damage"; or (b) The offense that caused the "personal and advertising injury", for which the additional insured seeks coverage under this coverage part. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. c. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: (1) 'Bodily injury", "property damage" or "personal and advertising injury' arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 4 of 11 CG 73 40 04 25 including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. (2) 'Bodily injury" or "property damage" occurring after: (a) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (b) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 6. Additional Insured — Products -Completed Operations Coverage — Including Upstream Parties a. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and b. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph a. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part by "your work" specified in the "written contract" and included in the "products -completed operations hazard". Such person(s) or organization(s) is an additional insured only if the written contract is currently in effect or becoming effective during the term of this policy; and 1. Was executed prior to: a. The "bodily injury" or "property damage"; or b. The offense that caused the "personal and advertising injury", for which the additional insured seeks coverage under this coverage part. However: (1) The insurance afforded to such additional insureds only applies to the extent permitted by law; (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. (3) Such coverage will not apply subsequent to the first to occur of the following: i. The expiration of the period of time required by the "written contract"; or ii. The expiration of any applicable statute of limitations or statue of repose with respect to claims arising out of "your work" c. With respect to the insurance afforded to any additional insured under this endorsement, the following additional exclusionary language shall apply: This insurance does not apply to "bodily injury" or "property damage" arising out of the rendering of, or the failure to render, any professional architecture, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 5 of 11 CG 73 40 04 25 reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. 7. Additional Insured — Vendors a. Any person(s) or organization(s) (referred to throughout this additional coverage as vendor), but only with respect to liability for "bodily injury" or "property damage" arising out of "Your products" which are distributed or sold in the regular course of the vendor's business is an insured. However: (1) The insurance afforded to such vendor only applies to the extent permitted by law; and (2) If coverage provided to the vendor is required by a contract or agreement, the insurance afforded to such vendor will not be broader than that which you are required by the contract or agreement to provide for such vendor. b. With respect to the insurance afforded to these vendors, the following additional exclusions apply: (1) This insurance afforded the vendor does not apply to: (a) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in the product made intentionally by the vendor; (d) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container. (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of products. (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product. (g) 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 sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (1) The exceptions contained in Sub -paragraphs d. or f.; or (2) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. 8. Additional Insured — Lessor of Leased Equipment — Automatic Status When Required in Lease Agreement With You a. Any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to your liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 6 of 11 CG 73 40 04 25 operation or use of equipment leased to you by such person(s) or organization(s). However, the insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; and (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. b. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. 9. Additional Insured — Managers or Lessors of Premises a. Any person(s) or organization(s) that is a manager or lessor of premises leased to you is an additional insured, but only with respect to liability caused, in whole or in part, by the ownership, maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: This insurance does not apply to: (1) Any "occurrence" which takes place after you cease to be a tenant in that premises. (2) Structural alterations, new construction or demolition operations performed by or on behalf of the person(s) or organization(s) shown in the Schedule. However: (a) The insurance afforded to such additional insured only applies to the extent permitted by law; and (b) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 10. Additional Insured — Engineers, Architects or Surveyors Not Engaged by the Named Insured a. Any architects, engineers or surveyors who are not engaged by you are additional insureds, but only with respect to liability for "bodily injury" or "property damage" or "personal and advertising injury" caused, in whole or in part, by: (1) Your acts or omissions; or (2) Your acts or omissions of those acting on your behalf; in the performance of your ongoing operations performed by you or on your behalf. But only if such architects, engineers or surveyors, while not engaged by you, are contractually required to be added as an additional insured to your policy. However, the insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; and (b) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services, including: (1) The preparing, approving, or failing to prepare or approve, maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or (2) Supervisory, inspection or engineering services. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 7 of 11 CG 73 40 04 25 in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional services. 11. Additional Insured — State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations Any state or governmental agency or subdivision or political subdivision is an Additional Insured, subject to the following provisions: a. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. However: (1) The insurance afforded to such additional insured only applies to the extent permitted by law; and (2) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. b. This insurance does not apply to: (1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury" or "property damage" included within the "products -completed operations hazard". 12. Additional Insured Consolidated Insurance Program (Wrap -Up) Off -Premises Operations Only — Owners, Lessees or Contractors a. Any persons or organizations for whom you are performing operations, for which you have elected to seek coverage under a Consolidated Insurance Program, when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy is an additional insured. Such person or organization is an additional insured only with respect to your liability caused, in whole or in part, by your ongoing operations performed for that person or organization at a premises other than any project or location that is designated as covered under a Consolidated Insurance Program. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are completed. b. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies. This insurance does not apply to: "Bodily injury", "property damage", or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection 13. Additional Insured — Employee Injury to Another Employee With respect to your "employees" who occupy positions which are supervisory in nature: Paragraph 2.a.(1) of SECTION II — WHO IS AN INSURED is deleted and replaced by the following: a. "Bodily injury" or "personal and advertising injury" (1) To you, to your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); (2) For which there is any obligation to share damages with or repay someone else who must CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 8 of 11 CG 73 40 04 25 pay damages because of the injury described in paragraph (1)(a) above; or (3) Arising out of his or her providing or failing to provide professional healthcare services. For the purpose of this clause only, a position is deemed to be supervisory in nature if that person performs principle work which is substantially different from that of his or her subordinates and has authority to hire, direct, discipline or discharge. SECTION IV — LIMITS OF INSURANCE Paragraph 2 is deleted and replaced by the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard"; and c. Damages under Coverage B; and d. Damages under Coverage H. Paragraph 6 is deleted and replaced by the following: 6_Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, explosion, lightning, smoke resulting from such fire, explosion, or lightning, or sprinkler leakage while rented to you or temporarily occupied by you with permission of the owner. C. The following are added: 14. Subject to Paragraph 5. of SECTION III — LIMITS OF INSURANCE $25,000 is the most we will pay under Coverage H for Water Damage Legal Liability. 15. Aggregate Limits of Insurance (Per Location) a. The General Aggregate Limit applies separately to each of your 'locations" owned by or rented to you or temporarily occupied by you with the permission of the owner. b. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 16. Aggregate Limits of Insurance (Per Project) a. The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to you. 17. With respect to the insurance afforded to additional insureds afforded coverage by items 4. through 13. of SECTION II — WHO IS AN INSURED above, the following is added: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; b. Available under the applicable Limits of Insurance shown in the Declarations whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. 18. Subject to 5. of SECTION III — LIMITS OF INSURANCE, the most we will pay for "property damage" under Coverage F — Electronic Data Liability Coverage for loss of "electronic data" is $50,000 without regard to the number of `occurrences". SECTION V —COMMERCIAL GENERAL LIABILITY CONDITIONS A. The following conditions are amended: 1. Knowledge of Occurrence a. Condition 2., Items a. and b. are deleted and replaced by the following: CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 9 of 11 CG 73 40 04 25 (1) Duties In The Event Of Occurrence, Offense, Claim Or Suit (a) You must see to it that we are notified as soon as practicable of an 'occurrence" or an offense which may result in a claim. Knowledge of an 'occurrence" by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. To the extent possible, notice should include: (i) How, when and where the 'occurrence" took place; (ii) The names and addresses of any injured persons and witnesses, and (iii) The nature and location of any injury or damage arising out of the 'occurrence" or offense. (b) If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit' and the date received; and (ii) Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit' as soon as practicable. Knowledge of a claim or "suit' by your agent, servant or employee shall not in itself constitute knowledge of the named insured unless an officer of the named insured has received such notice from the agent, servant or employee. 2. Where Broad Form Named Insured is added in SECTION II — WHO IS AN INSURED of this endorsement, Condition 4. Other Insurance b. Excess Insurance (1)(a) is deleted and replaced by the following: a. This insurance is excess over any other insurance, whether primary, excess, contingent or on any other basis, that is available to an insured solely by reason of ownership by you of more than 50 percent of the voting stock, and not withstanding any other language in any other policy. This provision does not apply to a policy written to apply specifically in excess of this policy. The following is added to Condition 4. Other Insurance Primary And Noncontributory Insurance - Additional Insured This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured; (3) The additional insured gives us prompt written notice of any "occurrence" which may result in a claim and prompt written notice of "suit'; (4) The additional insured immediately forwards all legal papers to us, cooperates in the investigation or settlement of the claim or defense against the "suit', and otherwise complies with policy conditions; (5) The additional insured must tender the defense and indemnity of any claim or "suit' to any other insurer which also insures against a loss we cover under this policy. This includes, but is not limited to, any insurer which has issued a policy of insurance in which the additional insured qualifies as an insured. For the purpose of this requirement, the term "insures against' refers to any self-insurance and to any insurer which issued a policy of insurance that may provide coverage for the loss, regardless of whether the additional insured has actually requested that the insurer provide the additional insured with a defense and/or indemnity under that policy of insurance; (6) The additional insured agrees to make available any other insurance that the additional insured has for a loss we cover under this policy. This condition supersedes any provision to the contrary. 3. The following Conditions are added: 10. Blanket Waiver Of Subrogation CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 10 of 11 CG 73 40 04 25 We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations performed by you or on your behalf. We waive this right where you have agreed to do so as part of a written contract, executed by you before the "bodily injury" or "property damage" occurs or the "personal and advertising injury" offense is committed. 11. Liberalization If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your policy will automatically provide this additional coverage on the effective date of the revision. 12. Unintentional Failure to Disclose All Hazards Based on our reliance on your representations as to existing hazards, if you unintentionally should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. 13. Limited Railroad Contractual Liability The following conditions are applicable only to coverage afforded by reason of the redefining of an "insured contract" in the DEFINITIONS section of this endorsement: b. Railroad Protective Liability coverage provided by Railroad Protective Liability Coverage Form (CG 00 35) with minimum limits of $2,000,000 per occurrence and a $6,000,000 general aggregate limit must be in place for the entire duration of any project. c. Any amendment to the Other Insurance condition of Railroad Protective Liability Coverage Form (CG 00 35) alters the primacy of the coverage or which impairs our right to contribution will rescind any coverage afforded by the redefined "insured contract" language. d. For the purposes of the Other Insurance condition of Railroad Protective Liability Coverage Form (CG 00 35) you, the named insured, will be deemed to be the designated contractor. SECTION VI — DEFINITIONS A. Paragraph 3. "Bodily injury" is deleted and replaced with the following: 3. "Bodily injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. B. Paragraph 9.c., "Insured contract", is deleted and replaced with the following: c. Any easement or license agreement; C. Paragraph 9.f.(1), "Insured Contract", is deleted D. The following definitions are added for this endorsement only: 23. "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD- ROMS, tape drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CG 73 40 04 25 Includes copyrighted material of Insurance Services Office, Inc. with Page 11 of 11 POLICY NUMBER: 10158040756 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: 10158040756 COMMERCIAL GENERAL LIABILITY CG 02 05 12 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CHANGES - AMENDMENT OF CANCELLATION PROVISIONS OR COVERAGE CHANGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART In the event of cancellation or material change that reduces or restricts the insurance afforded by this Coverage Part, we agree to mail prior written notice of cancellation or material change to: SCHEDULE 1. Name: See Schedule on File 2. Address: See Schedule on File 3. Number of days advance notice: 30 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 02 05 12 04 © ISO Properties, Inc., 2003 Page 1 of 1 ❑ POLICY NUMBER: 10158040756 COMMERCIAL GENERAL LIABILITY CG 71 65 10 21 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET EXCLUSION - DESIGNATED OPERATIONS COVERED BY A CONTROLLED (WRAP-UP) INSURANCE PROGRAM This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. The following exclusion is added to Paragraph 2. Exclusions of SECTION I — COVERAGES — COVERAGE A — BODILY INURY AND PROPERTY DAMAGE LIABILTY. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury": a. Arising out of your ongoing operations; or b. Included within the "products -completed operations hazard": at any location or project for which a "Controlled (wrap-up) insurance program" has been provided by the prime contractor, project manager or owner of the construction project in which you are involved. In the event your operations performed in connection with a project where you are enrolled in a "Controlled (wrap-up) insurance program" are carried on at a premises or location away from the main project site and coverage is not provided as part of the "Controlled (wrap-up) insurance program" this exclusion does not apply. However, this insurance is excess over any other insurance, whether primary, excess, contingent or on any other basis. 2. This exclusion applies whether or not the "Controlled (wrap-up) insurance program": a. Provides coverage identical to that provided by this Coverage Part; or b. Has limits adequate to cover all claims; or c. Remains in effect. B. The following definition is added to Section V — Definitions: "Controlled (wrap-up) insurance program" means a centralized insurance program under which one party has secured either insurance or self-insurance covering some or all of the contractors or subcontractors performing work on one or more specific project(s). CG 71 65 10 21 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 POLICY NUMBER: 10127885497 COMMERICAL AUTO CA 71 09 01 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO ULTRA ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM COMMON POLICY CONDITIONS COVERAGEINDEX DESCRIPTION Temporary Substitute Auto Physical Damage Broad Form Insured Employee as Insureds Additional Insured Status by Contract, Agreement or Permit Bail Bond Coverage Loss of Earnings Coverage Amended Fellow Employee Coverage Towing and Labor Physical Damage Additional Transportation Expense Coverage Extra Expense - Theft Rental Reimbursement and Additional Transportation Expense Personal Effects Coverage Personal Property of Others Locksmith Coverage Vehicle Wrap Coverage Airbag Accidental Discharge Audio, Visual and Data Electronic Equipment Coverage Auto Loan/Lease Total Loss Protection Glass Repair — Deductible Amendment Amended Duties in the Event of Accident, Claim, Suit or Loss Waiver of Subrogation Required by Contract Unintentional Failure to Disclose Hired, Leased, Rented or Borrowed Auto Physical Damage Mental Anguish Extended Cancellation Condition The COVERAGE INDEX set forth above is informational only and grants no coverage. Terms set forth in (Bold Italics) are likewise for information only and by themselves shall be deemed to grant no coverage. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 7 (Temporary Substitute Auto Physical Damage) A. TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE SECTION I — COVERED AUTOS, paragraph C. Certain Trailers, Mobile Equipment and Temporary Substitute Autos is amended by adding the following at the end of the existing language: If Physical Damage Coverage is provided under this Coverage form for an "auto" you own, the Physical Damage coverages provided for that owned "auto" are extended to any "auto" you do not own while used with the permission of its owner as a temporary substitute for the covered "auto" you own that is out of service because of its breakdown, repair, servicing, "loss", or destruction B. BROADENED LIABILITY COVERAGES SECTION II — LIABILITY COVERAGE in Paragraph A. Coverage at 1. Who Is An Insured is amended to include the following: (Broad Form Insured) d. Any legally incorporated subsidiary in which you own more than 50% of the voting stock on the effective date of the Coverage Form. However, the Named Insured does not include any subsidiary that is an "insured" under any other automobile policy or would be an "insured" under such a policy but for its termination or the exhaustion of its Limit of Insurance. e. Any organization that is acquired or formed by you, during the term of this policy and over which you maintain majority ownership. However, the Named Insured does not include any newly formed or acquired organization: (1) That is a joint venture or partnership, (2) That is an "insured" under any other policy, (3) That has exhausted its Limits of Insurance under any other policy, or (4) 180 days or more after its acquisition or formation by you, unless you have given us notice of the acquisition or formation Coverage does not apply to "bodily injury" or "property damage" that results from an accident that occurred before you formed or acquired the organization. (Employee as Insureds) f. Any employee of yours while acting in the course of your business or your personal affairs while using a covered "auto" you do not own, hire or borrow. (Additional Insured Status by Contract, Agreement or Permit) g. Any person or organization whom you are required to add as an additional insured on this policy under a written contract or agreement; but the written contract or agreement must be: (1) Currently in effect or becoming effective during the term of this policy; and (2) Executed prior to the "bodily injury" or "property damage." The additional insured status will apply only with respect to your liability for "bodily injury" or "property damage" which may be imputed to that person(s) or organization(s) directly arising out of the ownership, maintenance or use of the covered "autos" at the location(s) designated, if any. Coverage provided by this endorsement will not exceed the limits of liability required by the written contract or written agreement even if the limits of liability stated in the policy exceed those limits. This endorsement shall not increase the limits stated in Section II. C. Limits of Insurance. For any covered "auto" you own this Coverage Form provides primary coverage. Page 2 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CA 71 09 01 17 C. BROADENED SUPPLEMENTARY PAYMENTS SECTION II. LIABILITY A. Coverage 2. Coverage Extensions a. Supplementary Payments (2) and (4) are replaced by the following: (Bail Bond Coverage) (2) Up to $5,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident" we cover. We do not have to furnish these bonds. (Loss of Earnings Coverage) (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earning up to $500 a day because of time off from work. (Amended Fellow Employee Exclusion) D. AMENDED FELLOW EMPLOYEE EXCLUSION Only with respect to your "employees" who occupy positions which are supervisory in nature, SECTION II. LIABILITY B. Exclusion 5. Fellow Employee is replaced by: 5. Fellow Employee "Bodily Injury": a. To you, or your partners or members (if you are a partnership or joint venture), or to your members (if you are a limited liability company); b. To your "executive officers" and directors (if you are an organization other than a partnership, joint venture, or limited liability company) but only with respect to performance of their duties as your officers or directors; c. For which there is an obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph a and b above; or d. Arising out of his or her providing or failing to provide professional health care services. For purposes of this endorsement, a position is deemed to be supervisory in nature if that person performs principle work which is substantially different from that of his or her subordinates and has authority to hire, transfer, direct, discipline or discharge. E. BROADENED PHYSICAL DAMAGE COVERAGES SECTION III — PHYSICAL DAMAGE COVERAGE A. Coverage is amended as follows: (Towing and Labor) 2. Towing is deleted and replaced with the following: 2. Towing and Labor We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" is disabled: a. For private passenger type vehicles we will pay up to $100 per disablement. b. For all other covered "auto's" we will pay up to $500 per disablement However, the labor must be performed at the place of disablement. (Physical Damage Additional Transportation Expense Coverage) 4. Coverage Extensions a. Transportation Expenses is amended to provide the following limits: We will pay up to $60 per day to a maximum of $1,800. All other terms and provisions of this section remain applicable. The following language is added to 4. Coverage Extensions: (Extra Expense. Theft) c. Theft Recovery Expense If you have purchased Comprehensive Coverage on an "auto" that is stolen, we will pay the expense of returning that stolen auto to you. The limit for this coverage extension is $5,000. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 7 (Rental Reimbursement and Additional Transportation Expense) d. Rental Reimbursement We will provide Rental Reimbursement and Additional Expense coverage only for those Physical Damage coverages for which a premium is shown in the Declarations or schedule pages. Coverage applies only to a covered "auto". (1) We will pay for auto rental expense and the expense incurred by you because of "loss" to remove and transfer your materials and equipment from a covered "auto" to a covered "auto." Payment applies in addition to the otherwise applicable coverage you have on a covered "auto." No deductible applies to this coverage. (2) We will pay only for expenses incurred during the policy period and beginning 24 hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the following number of days: (a) The number of days reasonably required to repair or replace the covered "auto." If "loss" is caused by theft, this number of days is added to the number of days it takes to locate the covered "auto" and return it to you, or (b) 30 days. (3) Our payment is limited to the lesser of the following amounts: (a) Necessary and actual expenses incurred; or (b) $75 per day. (c) This coverage does not apply while there are spare or reserve "autos" available to you for your operations. (d) If "loss" results from the total theft of a covered "auto" of the private passenger or light truck type, we will pay under this coverage only that amount of your rental reimbursement expense which is not already provided for under the SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Extensions, a. Transportation Expenses. (Personal Effects Coverage) e. Personal Effects If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $500 for Personal Effects stolen with the "auto". The insurance provided under this provision is excess over any other collectible insurance. For this coverage extension, Personal Effects means tangible property that is worn or carried by an "insured". (Personal Property of Others) f. Personal Property of Others We will pay up to $500 for loss to personal property of others in or on your covered "auto." This coverage applies only in the event of "loss" to your covered "auto" caused by fire, lightning, explosion, theft, mischief or vandalism, the covered "auto's" collision with another object, or the covered "auto's" overturn. No deductibles apply to this coverage. (Locksmith Coverage) g. Locksmith Coverage We will pay up to $250 per occurrence for necessary locksmith services for keys locked inside a covered private passenger "auto". The deductible is waived for these services. Page 4 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CA 71 09 01 17 (Vehicle Wrap Coverage) h. Vehicle Wrap Coverage If you have Comprehensive or Collision coverage on an "auto" that is a total loss, in addition to the actual cash value of the "auto", we will pay up to $1,000 for vinyl vehicle wraps which are displayed on the covered "auto" at the time of total loss. Regardless of the number of autos deemed a total loss, the most we will pay under this Vehicle Wrap Coverage for any one 'loss" is $5,000. For purposes of this coverage provision, signs or other graphics painted or magnetically affixed to the vehicle are not considered vehicle wraps. (Airbag Accidental Discharge) F. SECTION III — PHYSICAL DAMAGE COVERAGE, B. Exclusions is amended at 3. to include the following language: If you have purchased Comprehensive or Collision Coverage under this policy, this exclusion does not apply to mechanical breakdown relating to the accidental discharge of an air bag. This coverage applies only to a covered auto you own and is excess of any other collectible insurance or warranty. No deductible applies to this coverage. G. BROADENED LIMITS OF INSURANCE (Audio, Visual and Data Electronic Equipment Coverage) SECTION III — PHYSICAL DAMAGE COVERAGE — C. Limit of Insurance at 1.b. is amended to provide the following limits: b. Limits of $1,000 per "loss" is increased to $5,000 per "loss". All other terms and provisions of this section remain applicable. (Auto Loan/Lease Total Loss Protection) SECTION III — PHYSICAL DAMAGE COVERAGE — C. Limit of Insurance is amended by adding the following language: 4. In the event of a total 'loss" to a covered "auto" shown in the Schedule pages, subject at the time of the 'loss" to a loan or lease, we will pay any unpaid amount due including up to a maximum of $500 for early termination fees or penalties on the lease or loan for a covered"auto" less: a. The amount paid under the Physical Damage Coverage Section of the policy; and b. Any: (1) Overdue lease / loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and (5) Carry-over balances from previous loans or leases. (Glass Repair. Deductible Amendment) H. GLASS REPAIR — DEDUCTIBLE SECTION III — PHYSICAL DAMAGE COVERAGE — D. Deductible is amended by adding the following: Any deductible shown in the Declarations as applicable to the covered "auto" will not apply to glass breakage if the damaged glass is repaired, rather than replaced. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 7 (Amended Duties in the Event of Accident, Claim, Suit or Loss) I. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Under SECTION IV — BUSINESS AUTO CONDITIONS, A. Loss Conditions, the following is added to paragraph 2. Duties In The Event of Accident, Suit or Loss: d. Knowledge of any "accident", "claim", "suit" or "loss" will be deemed knowledge by you when notice of such "accident", "claim", "suit" or "loss" has been received by: (1) You, if you are an individual; (2) Any partner or insurance manager if you are a partnership; (3) An executive officer or insurance manager, if you are a corporation; (4) Your members, managers or insurance manager, if you are a limited liability company; or (5) Your officials, trustees, board members or insurance manager, if you are a not -for -profit organization. (Waiver of Subrogation by Contract) J. WAIVER OF SUBROGATION REQUIRED BY CONTRACT Under SECTION IV, BUSINESS AUTO CONDITIONS, A. Loss Conditions 5. Transfer of Rights of Recovery Against Others to Us the following language is added: However, we waive any rights of recovery we may have against the person or organization with whom you have agreed in writing in a contract, agreement or permit, to provide insurance such as is afforded under the policy to which this endorsement is attached. This provision does not apply unless the written contract or written agreement has been executed, or permit has been issued, prior to the "bodily injury" or "property damage." (Unintentional Failure to Disclose) K. UNINTENTIONAL FAILURE TO DISCLOSE Under SECTION IV— BUSINESS AUTO CONDITIONS, B. General Conditions, the following is added to 2. Concealment, Misrepresentation Or Fraud : Your unintentional error in disclosing, or failing to disclose, any material fact existing at the effective date of this Coverage Form, or during the policy period in connection with any additional hazards, will not prejudice your rights under this Coverage Form. (Hired, Leased, Rented or Borrowed Auto Physical Damage) L. HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE Under SECTION IV — BUSINESS AUTO CONDITIONS B. General Conditions 5. Other Insurance Paragraph 5.b. is replaced by the following: b. (1) For "Comprehensive" and "Collision" Auto Physical Damage coverage provided by this endorsement, the following are deemed to be covered "autos" you own: (a) Any Covered "auto" you lease, hire, rent or borrow; and (b) Any Covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto" (2) Limit of Insurance For This Section The most we will pay for any one "loss" is the lesser of the following: (a) $75,000 per accident, or (b) actual cash value at the time of loss, or (c) cost of repair. Page 6 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CA 71 09 01 17 Minus a $500 deductible. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total loss. No deductible applies to "loss" caused by fire or lightning. (3) This Hired Auto Physical Damage coverage is excess over any other collectible insurance. (4) Definitions For This Section (a) Comprehensive Coverage: from any cause except the covered "auto's" collision with another object or the covered "auto's" overturn. We will pay glass breakage, "loss" caused by hitting a bird or animal and, "loss" caused by falling objects or missiles. (b) Collision Coverage: caused by the covered "auto's" collision with another object or by the covered "auto's" overturn. (Mental Anguish) M. MENTAL ANGUISH Under SECTION V — DEFINITIONS, C. is replaced by the following: C. "Bodily injury" means bodily injury, sickness or disease sustained by a person including mental anguish or death resulting from bodily injury, sickness, or disease. (Extended Cancellation Condition) N. EXTENDED CANCELLATION CONDITION Under CANCELLATION, of the COMMON POLICY CONDITIONS form, item 2.b. is replaced by the following: b. 60 days before the effective date of cancellation if we cancel for any other reason. CA 71 09 01 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 7 POLICY NUMBER: 10127885497 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance B. Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 POLICY NUMBER: 10127885497 COMMERCIAL AUTO CA 04 43 11 20 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) - AUTOMATIC WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The Transfer Of Rights Of Recovery Against Others To Us Condition does not apply to any person(s) or organization(s) for whom you are required to waive subrogation with respect to the coverage provided under this Coverage Form, but only to the extent that subrogation is waived: A. Under a written contact or agreement with such person(s) or organization(s); and B. Prior to the "accident" or the "loss." CA 04 43 11 20 © Insurance Services Office, Inc., 2019 Page 1 of 1 POLICY NUMBER: 10127885497 COMMERCIAL AUTO CA 71 33 12 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CANCELLATION PROVISION OR COVERAGE CHANGE ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless mod- ified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: Countersigned By: Authorized Representative) Named Insured: SCHEDULE Number of Days' Notice 30 Name Of Person Or Organization See schedule on file. Address See schedule on file. If this policy is canceled or materially changed to reduce or restrict coverage, we will mail notice of cancellation or change to the person or organization named in the Schedule. We will give the number of day's notice indi- cated in the Schedule. CA 71 33 12 10 © ISO Properties, Inc., 2003 Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Texasmutuar WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 4/15/26 at 12:01 a.m. standard time, forms a part of: Policy no. 0001214518 of Texas Mutual Insurance Company effective on 4/15/26 Issued to: BANDERA UTILITY CONTRACTORS LLC This is not a bill NCCI Carrier Code: 29939 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 Authorized representative 3/30/26 WC 42 03 04 B Texasmutuar WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. 1. Number of days advance notice 2. Notice will be mailed to: Schedule 30 PER LIST ON FILE This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 4/15/26 at 12:01 a.m. standard time, forms a part of: Policy no. 0001214518 of Texas Mutual Insurance Company effective on 4/15/26 Issued to: BANDERA UTILITY CONTRACTORS LLC This is not a bill NCCI Carrier Code: 29939 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 Authorized representative 3/30/26 WC420601 U!"INSU COMMERCIAL UMBRELLA Declarations Policy level COVERAGE Commercial Umbrella Liability LIMITS OF INSURANCE Policy Aggregate Limit Personal and Advertising Injury Limit Each Occurence Limit Self -Insured Retention ADDITIONAL COVERAGE Manuscript Endorsement ACCOUNT NUMBER 6232190499 POLICY NUMBER 10157015751 EFFECTIVE DATE 04/15/2026 LIMIT $5,000,000 $5,000,000 $5,000,000 $10,000 PREMIUM $250.00 Schedule of underlying insurance COVERAGE PART UNDERLYING INSURER POLICY NUMBER POLICY PERIOD Business Auto United Fire & Casualty Company 10127885497 04/15/2026 - 04/15/2027 UNDERLYING LIMITS Covered Auto Liability Hired Auto and NonOwned Auto Hired Auto and Non -Owned Auto Coverage Only Hired Auto Coverage Only Non -Owned Auto Coverage Only Hired Auto Liability Non -Owned Auto Liability COVERAGE PART Employers Liability Insurance UNDERLYING LIMITS Bodily Injury By Accident Bodily Injury By Disease Bodily Injury By Disease UNDERLYING INSURER Texas Mutual Insurance Co LIMIT OF INSURANCE $1,000,000 Combined Single Limit No No No Yes Yes POLICY NUMBER POLICY PERIOD 0001214518 04/15/2026 - 04/15/2027 LIMIT OF INSURANCE $1,000,000 Each Accident $1,000,000 Each Employee $1,000,000 Policy Limit CU 70 01 04 25 1 ACCOUNT NUMBER U!"6232190499 INSUPOLICY NUMBER 10157015751 COMMERCIAL UMBRELLA EFFECTIVE DATE Declarations 04/15/2026 COVERAGE PART UNDERLYING INSURER POLICY NUMBER POLICY PERIOD Commercial General Liability United Fire & Casualty Company 10158040756 04/15/2026 - 04/15/2027 UNDERLYING LIMITS Each Occurrence Limit Personal and Advertising Injury Limit General Aggregate Limit Products/Completed Operations Aggregate LIMIT OF INSURANCE $1,000,000 Per Occurrence $1,000,000 $2,000,000 $2,000,000 CU 70 01 04 25 2 006219-1 MAINTENANCE BOND Pagel of 3 1 SECTION 00 62 19 sos1597 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Bandera Utility Contractors , known as 9 "Principal" herein and Employers Mutual Casualty Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 1 1 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Zale 12 Properties, Inc., authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("City"), in the sum of Eight Hundred Ninety -Seven Thousand, 14 Three Hundred Eighty -Seven Dollars and Seventy -Five Cents ($897,387.75), lawful money of the 15 United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well 16 and truly be made jointly unto the Developer and the City as dual obligees and their successors, 17 we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 18 severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number CFA26-0030; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the lk day of MA -20, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as 106640; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106640 Revised January 31, 2012 0062 19 -2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106640 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 18th day of 3 May 2026 4 5 PRINCIPAL: 6 Bandera Utility Contractors 7 8 9 BY: 10 Signature 11 ATT 12 13 40�JU 14 (P ci al) Secretary Name and Ti le 15 16 Address: 5750 Genesis Court, Suite 100 17 Frisco, Texas, 75034 18 WPrincipal 19 Viess 20 as to 21 SURETY: 22 Employers Mutual Casualty Company 23 24 $GWYti 25 BY: 26 Signature 27 2$ Sam Sealer, Attorney in Fact 29 ATTEST: Name and Title .5EAI 30 31 Address: 717 Mulberry Street •.,+ass. 32 (Surety) Secretary Des Moines, IA 50309 33 34 L,GG ' smit J" 35 Witness as to Surety Telephone Number: 972-979-3138 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH The Hawthonz at Rock Creek Phase 1 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 106640 Revised January 31, 2012 m c INSURANCE P.O. Box 712 • Des Moines, Iowa 50306-0712 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporat 2. EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corpora 3. Union Insurance Company of Providence, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Sam Sealer its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: Number Bandera Utility Contractors, LLC S061597 Obligee: and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Compa and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Compan at the first regularly scheduled meeting of each company duly called and held in 1999. RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Coml thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any , attorney -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, be and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any a attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authorized herein mad an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reprodL signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attomey of the Company, shai valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents be signed for each by their officers as shown, and the Corporate seals to be he affixed this 17th day of September, 2025. Seals Mott R. Jean, ident & CEO Todd Strother, Executive Vice Presider auv�'`• •'zM "s �'' of Company 1; Berman, President Chief Lega! Officer & Secretary of & CEO of Companies 2, 3, 4, 5 & 6 Companies 1, 2, 3, 4, 5 & 6 SEAL ' c 18634 o ` :,' a1953 :RE Y SEAL: = _ SEAL SEAL,, AMY DANIEL FWN M 00nuv � FXYM39 August 13, 2016 On this 17th day of September, 2025 before me a Notary Public in and for the State of lo, personally appeared Scott R. Jean and Todd Strother, who, being by me duly sworn, did that they are, and are known to me to be the CEO, Chairman, President, Executive b President, Chief Legal Officer and/or Secretary, respectively, of each of the Compar above; that the seals affixed to this instrument are the seals of said corporations; that s instrument was signed and sealed on behalf of each of the Companies by authority of tt respective Boards of Directors; and that the said Scott R. Jean and Todd Strother, as si officers, acknowledged the execution of said instrument to be their voluntary act and de and the voluntary act and deed of each of the Companies. My Commission Expires August 13, 2028. Notary Public ' rand for the State of Iowa CERTIFICATE I, Ryan J. Springer, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 17th day of September, 2025 are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 18th day of May , 2026 . f'I ;jjpr f Vice President -IOC', /n ' C% onQ4cn7 Ion nnn nnnnn InA 77 A/- -[ 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.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction........................................................................................................6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: :**************************************'*'*'*************************************************************,*,*,*,*,*,*,*,*,*125 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities....................................................................................... 26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 - City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays.......................................................................................................................................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects........................................................................................................................29 11.02 Access to Work...........................................................................................................................29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work.......................................................................................................................30 11.05 City May Stop the Work............................................................................................................. 30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period........................................................................................................................ 30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article 13 - Suspension of Work....................................................................................................................33 13.01 City May Suspend Work............................................................................................................ 33 Article14 - 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Pagel of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the defmition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form C. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds I . Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verb that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart 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 S: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: NONE Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: NONE Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: NONF Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. 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 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) 0 Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. 0 Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page21 of35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. TMS INDEMNIFICATION PROVISION IS SPECIFICALLY INR TENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinationsfor Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page31 of35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 SECTION 011100 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: 011100-1 DAP SUMMARY OF WORK Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106640 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106640 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL 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] I �IU 1Z�73.�C�111�[�7� Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106640 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS C P N 1 0 6 6 4 0 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS C P N 1 0 6 6 4 0 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: l . Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS C P N 1 0 6 6 4 0 Revised August 30, 2013 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES EXHIBIT A REQUEST FOR SUBSTITUTION FORM: I� Page 4 of 4 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 as noted Firm Address Date Telephone For Use by City: Approved City Recommended Not recommended By Date Remarks Rejected Date Recommended Received late CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS C P N 1 0 6 6 4 0 Revised August 30, 2013 017000-1 DAP MOBILIZATION AND REMOBILIZATION Pagel of4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 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 I 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. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 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. 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. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 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. 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] CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 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 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Pagel of 8 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 Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific 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: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 %2 inches x 1linches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 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 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. Submittals will be returned to the Contractor under 1 of the following codes: a. Code I 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1 A.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August 30, 2013 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1— General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas 38 Department of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August, 30, 2013 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. 38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 39 Construction Specification [if required for the project] 40 1. Comply with equipment, operational, reporting and enforcement requirements set 41 forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August, 30, 2013 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 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> M Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August, 30, 2013 1 Pa 3 4 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR - (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised August, 30, 2013 014523 DAP TESTING AND INSPECTION SERVICES Pagel of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised March 20, 2020 014523 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Pagel of4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised JULY 1, 2011 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 —Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 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 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised July 1, 2011 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 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 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 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 Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Pagel of 2 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: httys:Happs.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS ]NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] I �IU 1Z�73.�C�11� [�7►1 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- 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 Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 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 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. 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. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 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] CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 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 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- 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 0133 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. CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [CPN 106640 Revised April 7, 2014 017123-2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 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. 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 CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [CPN 106640 Revised April 7, 2014 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (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] CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [CPN 106640 Revised April 7, 2014 017123-4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 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 CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [CPN 106640 Revised April 7, 2014 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- 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. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 10660 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 10660 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [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 The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 10660 Revised April 7, 2014 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 %2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer It. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH The Hawthom at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106640 Revised April 7, 2014 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106640 Revised July 1, 2011 GEOTECHNICAL EXPLORATION ROCK CREEK Off Brewer Boulevard Fort Worth, Texas UES Report No. W251030 May 28, 2025 Prepared for: ZALE PROPERTIES, INC. 8333 Douglas Avenue, Suite No. 1500 Dallas, TX 75225 Attention: Mr. Blake Zale Prepared By: /10 uEs. ►//I UES,�, May 28, 2025 Zale Properties, Inc. 8333 Douglas Avenue, Suite No. 1500 Dallas, TX 75225 Attention: Mr. Blake Zale Re: Geotechnical Exploration Rock Creek Off Brewer Boulevard Fort Worth, Texas UES Report No. W251030 Environmental Geotechnical Engineering Materials Testing Field Inspections & Code Compliance Geophysical Technologies Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Blake Zale on February 26, 2025 and performed in accordance with UES Proposal No. 105203, dated February 25, 2025. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of foundations and pavement. UES Professional Solutions 44, LLC appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, UES PROFESSIONAL SOLUTIONS 44, LLC TBPE Firm No. 813 Karina Cohuo, E.I.T. Geotechnical Project Manager Reza Keshavarz, Ph.D., P.E. Geotechnical Department Manager 5058 Brush Creek Rd I Fort Worth, Tx 761191 ph 817-496-5600 TeamUES.com UES REPORT NO. W251030 1.0 PURPOSE AND SCOPE......................................................................................................... 1 2.0 PROJECT CHARACTERISTICS................................................................................................ 1 3.0 FIELD EXPLORATION............................................................................................................ 2 4.0 LABORATORY TESTS............................................................................................................2 5.0 GENERAL SUBSURFACE CONDITIONS................................................................................. 2 6.0 DESIGN RECOMMENDATIONS............................................................................................3 6.1 Existing Creek and Possible Fill............................................................................... 3 6.2 Potential Seasonal Movements and Subgrade Improvement ................................ 4 6.2.1 Subgrade Improvement Using Moisture -Conditioned Soil ......................... 5 6.3 Slab Foundation...................................................................................................... 6 6.3.1 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade......... 6 6.4 Seismic Considerations........................................................................................... 7 6.5 Exterior Flatwork..................................................................................................... 7 6.6 Swimming Pool and Pool Deck............................................................................... 7 6.7 Pavement................................................................................................................ 8 6.7.1 PCC Pavement Sections............................................................................... 8 6.7.2 Pavement Subgrade Improvement............................................................. 9 6.8 Drainage and Other Considerations..................................................................... 10 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................................. 11 7.1 Site Preparation and Grading................................................................................ 11 7.2 Foundation Excavations........................................................................................ 13 7.3 Fill Compaction..................................................................................................... 13 7.4 Utilities..................................................................................................................14 7.5 Groundwater.........................................................................................................15 8.0 LIMITATIONS.....................................................................................................................15 APPENDIX A-1 Methods of Field Exploration Boring Location Plan - Figure 1 B-1 Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for UES PROFESSIONAL SOLUTIONS 44, LLC (UES) to evaluate for Zale Properties, Inc. (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of geotechnical design parameters for the subject construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed at the project site. Engineering analyses were performed from results of the field exploration and laboratory tests performed 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 boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between boring locations may not become evident until construction. If significant variations then appear evident, our office should be contacted to re- evaluate our recommendations after performing on -site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS The project site is located south of Brewer Boulevard and east of Old Granbury Road in Fort Worth, Texas. At the time the field exploration was performed, the site generally consisted of a vacant tract of land with scattered trees. Creeks were observed on the eastern and western portion of the site generally orientated in the north to south direction. Review of historical images available from Google Earth° indicate earthwork previously occurred in the vicinity of Borings 5, 10, 23, and 30. No information regarding previous development on the site was provided to us. Review of the topographical maps available at www.dfwmaps.com indicate the overall site generally slopes down to the northwest of about 30 ft (Elev. ±818 to ±788 ft). A site plan illustrating the subject site is provided as Figure 1, the Boring Location Plan, in the Appendix. We understand the project will consist of 3 to 4-story wood -framed apartment buildings with pavement for associated parking and drives. Furthermore, the buildings will be designed for post -construction seasonal movements of up to about 1 and 2 inches. The swimming pool will be designed for about 1 inch of movement. Other than noted swimming pool, no below grade slabs are planned. The pavement for the project will consist of portland cement concrete (PCC). 1 Grading plans were not provided for this study. For our analysis, we have assumed maximum cuts and fills of 2 ft to achieve the final grade for the building pads. 3.0 FIELD EXPLORATION Subsurface conditions on site were explored by drilling a total of 31 test borings. Twenty-one (21) test borings were drilled to a depth of about 20 ft and 10 test borings were drilled to a total depth of about 5 ft. The test borings were drilled in general accordance with ASTM Standard 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. 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. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for 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 enclosed in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies along the mapped interface of the undivided Washita Group and bordering the undivided Grayson Marl and Main Street Limestone formation. The undivided Washita Group formation generally consists of interbedded limestone and shale. The undivided Grayson Marl and Main Street Limestone formation generally consists of interbedded marl (limey shale) and limestone. Residual overburden soils associated with these formations generally consist of clay soils with moderate to very high shrink/swell potential. Subsurface conditions can be highly variable at/near geological interfaces as evidenced on the attached boring logs. K Subsurface conditions encountered in the borings generally consisted of clay, sandy clay, clayey sand and/or shaly clay extending to the 5 ft or 20 ft termination depths of the borings. Layers of limestone about 1 ft 2 ft thick were encountered between the sandy clay, shaly clay and/or clay layers in Borings 5, 7, 9, 14, and 19 at depths of about 6 ft to 17 ft below the ground surface. The granular soils (clayey sand) encountered in the borings are considered relatively permeable and are expected to have a relatively rapid response to water movement. The clay, sandy clay, shaly clay, and limestone 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. Groundwater was encountered in about one-third of the borings at depths of about 3 ft to 19 ft below the ground surface during drilling and in the open boreholes immediately upon completion of drilling operations. However, It is common to encounter seasonal groundwater in fill or granular materials, from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock (limestone), 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. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed based on the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final building plans and specifications for review prior to construction. The following design criteria given in this report were developed, assuming maximum cuts and fills of 2 ft will be required to achieve final grade. Cutting and filling on the site more than 2 ft can alter the recommended design parameters. Therefore, it is recommended our office be contacted before performing other cutting and filling on site. 6.1 Existing Creek and Possible Fill As discussed in Section 2.0, creeks were observed on the site. The creeks could be backfilled and building pads constructed in their place. The creeks should be thoroughly dewatered, and any soft and/organic material be de -mucked out to expose a firm subgrade prior to backfilling. The exposed subgrade must be Proofrolled per Section 7.1 prior to backfilling. Fills to backfill the creek and pond could be deep. Even if fill is properly compacted as recommended 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 backfilling the creek. As discussed in Section 2.0, the site appears to have been graded in the vicinity of Borings 5, 10, 23, and 30. Although not visually identified in our borings, existing fill may be encountered in parts of the site that were not explored. It is unknown if this fill was placed under engineering supervision with compaction records. If compaction records for this fill cannot be obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of foundations due to the risk of under -compacted zones resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad areas and replaced with engineered fill as recommended in Section 6.2 or 7.3, as applicable. The excavated materials may be suitable for reuse as engineered fill provided, they are free of organics, boulders, rubble, and other debris. 6.2 Potential Seasonal Movements and Subgrade Improvement Potential seasonal movements were estimated in general accordance with methods outlined by the 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 slab acts on the subgrade soils. Movements exceeding our estimates 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. Our findings indicate potential seasonal movements of the floor slab constructed within 2 ft of the existing ground surface could be up to about 6 inches due to the shrinking and swelling of active clay soils. Our estimate of potential movement assumes that any fill used to raise the grade will consist of onsite or similar soils with a plasticity index of 45 or less. The use of fill material with a higher plasticity index could result in potential movements exceeding our estimates and should therefore not be placed in the building pad. We understand it is desired to reduce the potential seasonal movement of the slab foundation to about 1 or 2 inches. Movements could be reduced to about 1 or 2 inches by using moisture conditioning soils as summarized in Table A. 4 TABLE A Desired Potential Seasonal Movement and Corresponding Subgrade Improvement Target Post Construction Movement Required Subgrade Improvement below (inches) Floor Slab 2 1 ft of Non -Expansive Fill in conjunction with 9 ft of Moisture Conditioning 1 1 ft of Non -Expansive Fill in conjunction with 11 ft of Moisture Conditioning In choosing moisture conditioning soils as a method of potential soil movement reduction, the Client is accepting some post construction movement of grade supported structures (about 1 or 2 inches depending on the depth of improvement). 6.2.1 Subgrade Improvement Using Moisture -Conditioned Soil Moisture -conditioning consists of processing and compacting the specified minimum thickness of on -site soil at a "target" moisture content approximated to be at least 5 percentage points above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). Some of the soils onsite with a lower plasticity index may require compaction at a moisture content closer to optimum. Any deviation from the minimum 5 percentage points above optimum should be determined by UES during construction. The moisture -conditioned soil should be 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 building pad area, at least 5 ft beyond the perimeter of the building and below adjacent flatwork. At building entrances and outward swinging doors, moisture conditioning should extend at least 10 ft beyond the building perimeter. However, non -expansive material should not extend beyond the building limits. If flatwork or paving is not planned adjacent to the structure (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. Moisture -conditioned soils should be maintained in a moist condition prior to placement of the required thickness of non -expansive material or flatwork. The resulting estimated potential seasonal movement (about 1 or 2 inches) 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 "dry" 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 6 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. Moisture conditioning should be monitored and tested on a full-time basis by UES to verify materials tested are placed with the proper degree of moisture and compaction as presented in this report. Field density tests should be performed for each lift of fill placed in each building pad area. 6.3 Slab Foundation The slab foundation for the apartment buildings should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 2 ksf may be used for design of all grade beams bearing on undisturbed cuts in native soils or on fill material placed as recommended in Section 7.3. Grade beams should bear a minimum depth of 12 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 the floor slab should be adequately reinforced with steel (conventional reinforcing steel and/or post - tension reinforcement). However, it is common to experience some minor cosmetic distress to structures with slab -on -grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slabs and subgrade soils to retard moisture migration through the slabs. 6.3.1 Post -Tensioning Institute, Design of Post -Tensioned Slab -on -Grade Tables B and C contain information for the design of post -tensioned, slab -on -grade foundations. Design parameters were evaluated based on the conditions encountered in the boring and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI). TABLE B PTI Design Parameters Potential Seasonal Movement = 1 inch After Subgrade Improvement as Discussed in Section 6.2 Edge Lift Center Lift Edge Moisture Distance (em), ft 4.3 9.0 Differential Soil Movement (ym), inches 1.2 (swell) 1.0 (Shrink) 11 TABLE C PTI Design Parameters Potential Seasonal Movement = 2 inches (After Subgrade Improvement as Discussed in Section 6.2) EDGE LIFT CENTER LIFT Edge Moisture Distance, ft (em) 4.3 9.0 Differential Soil Movement, inches (ym) 1.6 (swell) 1.2 (shrink) 6.4 Seismic Considerations The Site Class for seismic design is based on several factors that include soil profile (soil), 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 of the borings. Based on Section 1613.2.2 of the 2021 International Building Code and Table 20.3-1 in the ASCE-7-16, we recommend using Site Class D (stiff soil) for seismic design at this site. 6.5 Exterior Flatwork Exterior flatwork supported within 2 ft of existing grade are subject to potential seasonal movements of up to about 6 inches as described in Section 6.2. If this level of movement is not acceptable, in areas where flatwork movement is critical (such as, but not limited to, main entrances), subgrade improvement as discussed in Section 6.2 can be considered to reduce potential movements to about 1 or 2 inches. 6.6 Swimming Pool and Pool Deck The swimming pool and pool deck for the project is subject to potential seasonal movements as discussed for the slab -on -grade foundations in Section 6.2 (about 6 inches). We understand it is desired to reduce potential seasonal movements of the swimming pool and pool deck to about 1 inch. Potential movements of the pool and deck could be reduced to about 1 inch by placing at least 1 ft of non -expansive fill below final grade followed by moisture conditioned soil extending to a depth of at least 11 ft below the bottom of the non -expansive fill. Details regarding placement of moisture conditioned soil and non -expansive fill are discussed in Sections 6.2 and Section 7.3, respectively. The elevation of the subgrade treatment for the swimming pool should match that of the surrounding deck areas. For example, where the pool is 1 ft deep, the underlying subgrade treatment should consist of 1 ft of non -expansive fill over 11 ft of moisture conditioned soil. 7 Likewise, where the pool is 4 ft deep, the underlying subgrade treatment should consist of 8 ft of moisture conditioned soil. 6.7 Pavement To permit correlation between information from the 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. 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. Please note, 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 our recommendations. 6.7.1 PCC Pavement Sections Following subgrade improvement as recommended in Section 6.7.2, PCC (reinforced) pavement sections are recommended in Table D. TABLE D Recommended PCC Pavement Sections Paving Areas and/or Type Subgrade Thickness, PCC Thickness, Inches Inches Parking Areas Subjected Exclusively to Scarified and Passenger Vehicle Traffic Compacted (native), 6 5 Drive Lanes, Fire Lanes and, Areas Subject to Light Volume Truck Traffic Lime Stabilized, 6 6 Dumpster Traffic Areas, Areas subject to Moderate Volume Truck Traffic Portland cement concrete should have a minimum compressive strength of 3,000 Ibs per sq inch (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 street, drive lanes, fire lanes, bus lanes and truck areas. Joints in concrete paving should not EJ exceed 15 ft. Reinforcing steel should consist of No. 3 bars placed at 18 inches on -center in two directions. Where not specified herein, concrete pavement should comply with Texas Department of Transportation (TxDOT) Standard Specifications, Item 360, "Concrete Pavement", or local equivalent. Appropriate joint sealant is recommended to keep water from saturating the pavement subgrade and to prevent the introduction of incompressible material into the joints. Routine monitoring and maintenance of joint sealants are recommended. Improvement of the pavement subgrade is recommended for drive lanes, fire lanes, and pavement subject to truck traffic. Improvement of the pavement subgrade is not necessary for pavements subjected exclusively to passenger vehicle traffic, although improvement in these areas would be generally beneficial to the long-term performance of the pavement. Improvement of the subgrade is described in Section 6.7.2. As an alternative, mechanical lime stabilization of the pavement subgrade could be eliminated by increasing the PCC thickness in the pavement sections presented in Table D by 1 inch. Prior to construction of pavement on untreated clay subgrade soil, the exposed subgrade should be scarified to a depth of at least 6 inches and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of -1 to +3 percentage points of the material's optimum moisture content. 6.7.2 Pavement Subgrade Improvement After final subgrade elevation is achieved, the exposed surface of the pavement subgrade soil should be scarified to a depth of 6 inches and mixed with a minimum of 6 percent hydrated lime (by dry soil weight) in conformance with TxDOT Standard Specifications Item 260. Assuming an in -place unit weight of 100 pcf for the pavement subgrade soils, this percentage of lime equates to about 27 Ibs 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. In all areas where hydrated lime is used to treat 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. The soil -lime mixture should be compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to +4 percentage points of the mixture's optimum moisture content. It is recommended lime stabilization 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. Good surface drainage and perimeter drainage with a minimum slope of 2 percent away from the pavement is recommended. A Mechanical lime treatment 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. The use of sand as a leveling course below pavement supported on expansive clays should be avoided. Normal maintenance of pavement should be expected over the life of the structures. Lime stabilization recommendations provided here assume the subgrade soil receiving lime treatment has sulfate concentrations less than 3,000 ppm. The identification of sulfate sources often occurs in seams and stratified pockets and can occur in small, localized areas, thus additional sulfate screening testing is recommended to be performed on potential material to receive lime treatment prior to construction. 6.8 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 foundation should be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 10 ft of the structures should be adjusted to slope away from the structures at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new foundation, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flatwork is common. Normal maintenance should include 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 systems: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 10 ft 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 the slab. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. 10 • Planter box structures placed adjacent to building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. • Architectural design of the floor slabs should avoid additional features such as wing walls as extensions of the slab. 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 structure. 7.0 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 recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Gradin As discussed in Section 2.0, the site appears to have been graded in the vicinity of Borings 5, 10, 23, and 30. Existing fill may be present in parts of the site that were not explored. Although not encountered in the borings, existing fill materials could contain organics, boulders and other debris which could be encountered during site grading and general excavation. Test pit excavations performed prior to construction can be used to evaluate the depth, extent and composition of existing fill at this site. UES would be pleased to provide this service if desired. All areas supporting 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 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. 11 • The exposed 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 from the proof roll should be removed and replaced with well -compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3, fills more than 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. Slope stability analysis of embankments (natural or constructed) was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be 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 drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. 12 Due to the nature of the soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the excavation is made. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. 7.3 Fill 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. The following recommendations pertain to general fill. Moisture conditioned soil placed in the building pad should conform to the recommendations in Section 6.2. Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of +2 to +6 percentage points of the material's optimum moisture. 13 Clayey soils 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 backfilled. For areas within the building pad, any utility trench backfill must follow the recommendations in our Section 6.2. Even if fill is properly compacted, fills more than 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. 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. 14 7.5 Groundwater Groundwater was encountered in about one-third of the borings at depths of about 3 ft to 19 ft below the ground surface during drilling and in the open boreholes immediately upon completion of drilling operations. However, shallow seepage could be encountered from the subsurface stratigraphy in excavations for foundations, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. 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. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. UES, upon written request, can be retained to provide these services. UES 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 UES's written acceptance of such intended use. Any such third party using this report after obtaining UES's written acceptance shall be bound by the limitations and limitations of liability contained herein, including UES'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 UES may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by UES. 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 UES from any liability resulting from the use of, or reliance upon, this report. 15 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, UES 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. 16 APPENDIX A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of 31 test borings were performed for this geotechnical exploration at the approximate locations shown on the Boring Location Plan, Figure 1. The boring locations were staked by using a handheld GPS device 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 the test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed 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. A modified version of the Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in -place strength characteristics of the rock type materials. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. In this case, LIES has modified the procedure by using a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference TxDOT Test Method TEX 132-E, as modified). Logs of the borings are included in the Appendix. 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. 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), percent material finer than the No. 200 sieve tests (ASTM D 1140), and dry unit weight determinations were conducted on selected samples. In addition, unconfined compressive strength tests (ASMT 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 clayey soils were further analyzed by absorption swell tests in general accordance with ASTM D 4546. 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 these laboratory tests are provided on the Log of Boring sheets. Wo UES. BORING NUMBER: B-01 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/15/2025 COMPLETED 04/15/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� M U j o a c T N J a 6 cn Material Description C z a o 0 o a Brown CLAY - with calcareous nodules 1.0 19 46 21 25 2.0 Tan SANDY CLAY - with calcareous deposits and nodules 2.0 13 1111111i=% 15 -'/ 20 -F- Groundwater Data -7 During Drilling (ft): 5 V After Drilling (ft): 3 After —Hours (ft): N/A Shaley at 11 ft Gray at 17 ft Samples Lab o U o76 LL �5 u- U X c n oc� F- o kn a a)E Y oar a d _ N N N d a a1 a m En c_ o a)'c 0 j n N o «° 20.0 4.5 1 1 1 1 8 1 1 1 1 1 50 owe 1.0 1 1 1 1 22 2.5 1 2.4 1 1 17.8 1 20 1 55 1 21 1 34 1 1 96 4.5 1 1 1 1 22 Boring terminated at 20' Wo UES. BORING NUMBER: B-02 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/15/2025 COMPLETED 04/15/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5_v/ �W Groundwater Data -7 During Drilling (ft): 18 V After Drilling (ft): 19 After —Hours (ft): NIA Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa a d _ a) N a)n. d m � 0 0— 0) c U a `-' cn LL o @ ( 'c 0 j ET a U j o a c > N J a ° cn LU Material Description z a o 0 o a Brown CLAY - with calcareous nodules 0 1 1.0 118 58 21 37 Tan SANDY CLAY - with calcareous deposits and nodules Tan shaley CLAY Gray at 18 ft 13.0 20 r 20.0 Boring terminated at 20' 3.51 1 1 18 4.01 1 1 1 6 4.51 1 1 123 4.0 1 1 1 1 15 1 45 1 17 1 28 1 0.0 1 65 4.5 1 1 1 1 16 4.5 1 1 1 1 22 Wo UES. BORING NUMBER: B-03 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After _ Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa d L.L a)N d a .7 01 a U a `—' cn LL m c o 2 Y 'c 0 j ETN o o «° a U j o a c > N J a 6 cn Material Description C z a o 0 o a Dark Brown CLAY - with calcareous nodules 4.5 1 31 175 127 148 Brown and tan at 2 ft 1.5 23 1 71 1 20 1 51 1 0.0 5 _fzZA 1 1 4.5 1 1 1 1 17 6.0 Tan CLAY - with calcareous nodules and deposits z.s s 1.0 10 40 17 23 10 13.0 Brown and Tan shaley CLAY 4.5 23 15 Gray at 18 ft 4.5 12 20 20.0 Boring terminated at 20' 0.0 Wo UES. BORING NUMBER: B-04 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� Groundwater Data -7 During Drilling (ft): 19 V After Drilling (ft): 19 After —Hours (ft): NIA Samples Lab � o cL 76 U �5 U x Q oC� 1� m a E a d n. +T+ C J J — N a) d � H a.� 0) U LL m c_ j n ca U coo a c > N J a o cn Material Description Cr z a o 0 o a Brown CLAY -with calcareous nodules _N 4.5 i 23 68 22 46 �w 20 A' Tan CLAY - with calcareous nodules and deposits Gray shaley CLAY 20.0 27/12" 4.5 1 1 1 1 16 4.5 1 1 1 1 16 4.5 1 1 1 1 15 1 34 1 19 1 15 1 0.3 19 4.5 1 4.5 1 1134.9 I 18 1 37 1 18 1 19 4.5 18 Boring terminated at 20' Wo UES. BORING NUMBER: B-05 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data -7 During Drilling (ft): 19 V After Drilling (ft): 19 After —Hours (ft): NIA Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa a d � C J _ a) y a)n. d +T+ J m � � 0— 0) c U a `-' cn LL o Y 'c a U j o a c > N J a o cn LU Material Description z a o 0 o a Dark Brown CLAY - with calcareous deposits i _Ni r 0 1 4.5 25 69 23 46 Tan at 2 ft 1111111113 10 _' 15 _j LIMESTONE - gray. Gray shaley CLAY 20 Boring terminated at 20' 20.0 2.51 1 1 Ill 4.51 1 1 1 7 2.5 1 1 1 1 20 1 51 1 14 1 37 1 2.1 4.5 1 1 1 1 20 4.5 1 1 1 1 17 4.5 1 1 1 1 19 r/0 R: B-06BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5 M Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After _ Hours (ft): N/A Samples Lab a) o U o76 U_ �5 u- U X c o U) a Y E oar a d d' D_ n. +T+ C J J _ a) N a) d a > U) a1 a U a `—' cn LL m c_ E o ) 'c 0 j T ca U j o a r- > N J 0- o cn Material Description O z a o 0 o a Dark Brown CLAY - with calcareous nodules Mi Brown and tan at 2 ft 1.5 19 Tan with gravel at 4 ft /< 2.5 11 Shaley at 13 ft 15 20 20.0 4.5+ 1 1 1 1 15 1 47 1 18 1 29 1.0 1 1 1 1 16 4.5+ 1 3.1 1 1103.61 22 1 32 1 21 1 11 4.5+ 13 Boring terminated at 20' Wo UES. BORING NUMBER: B-07 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab a) o U o76 U_ �5 u- U X c o U) a Y E oar a d d' D_ n. +T + C J J _ a) N a) d �0 a > U) �a U a `-' cn LL m c_ E o ) 'c ca U j o a r- > N J 0- o cn Material Description C z a o 0 o a Brown CLAY - with calcareous nodules _N 0 1 14.5+ 25 71 29 42 1111111113 20 -11� Tan at 2 ft LIMESTONE - gray. Gray shaley CLAY 910 13.0 20.0 3.0 19 18 54 15 39 3.5 3.5 1 1 1 1 11 4.5 1 1 1 1 9 4.5 1 2.5 1 1101.0 1 23 1 55 1 19 1 36 4.5 14 0.1 Boring terminated at 20' Wo UES. BORING NUMBER: B-08 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/18/2025 COMPLETED 04/18/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� a U j o a c > N J a o cn Material Description C z a o 0 o a Dark Brown CLAY -with calcareous nodules 0 _N 4.0 1 20 56 19 37 1111111113 10 _' 20 A- Groundwater Data -7 During Drilling (ft): 8 V After Drilling (ft): 9 After —Hours (ft): N/A Tan at 2 ft Shaley at 13 ft Gray at 15 ft Samples Lab � o U o76 L C u- U X c Q oU I� o kn a a) + E oa a d C J J _ N y N d �0 a� �a U cn LL m c 'N E o Y V 'c 0 j n 2 o o 20.0 2.0 1 1 1 1 16 WE..7 4.5 1 1 1 1 15 .5 1 1 1 1 31 1 65 1 20 1 45 4.5+ 1 1 1 1 20 4.5+ 1 1 1 1 19 Boring terminated at 20' Wo UES. BORING NUMBER: B-09 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� Groundwater Data -7 During Drilling (ft): 16 V After Drilling (ft): 18 After _ Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q O cn � o U) a Y E -oa a d C J _ a) y a) d n. +T+ J m � 0 0— 0) c U a `—' cn LL a U j o a c > N J a ° cn LU Material Description z a o 0 o a Dark Brown CLAY - with calcareous nodules i _Ni r 0 1 4.5 19 57 18 39 111111111351 10 _' 15-1�- 20 A- Tan at 2 ft LIMESTONE - tan. Gray shaley CLAY 13.0 15.0 20.0 100/2.00" 4.51 1 1 116 2.0 1 1 1 1 15 1 52 1 15 1 37 1 1.3 2.5 1 1 1 1 16 3.0 1 1 1 1 12 4.5 1 1 1 1 13 Boring terminated at 20' Wo UES. BORING NUMBER: B-10 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES Water seepage at 10 ft HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab a) o U o76 U_ �5 u- U X c n oU C 1� o U) a + E oaC a d d' D_ U_n.) +T+ C J J _ a) N a) d �� a � �a U LL m c_ o=3 Y a U j o a c > N J a o cn Material Description C z a o 0 o a Dark Brown CLAY - with calcareous nodules 0 1 14.5+ 2s Brown at 2 ft 4.5+ 1 1 1 1 22 1 69 1 26 1 43 1 0.0 5 _W Tan at 4 ft . I I 2.5 I I I I 25 I 67 I 17 I 50 10 _' 4.0 1 1.6 1 1 97.1 1 26 1 57 1 21 1 36 Gray shaley at 16 ft 4.5+ 1 1 1 1 10 20 r 20.0 Boring terminated at 20' Wo UES. BORING NUMBER: B-11 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5 _1/ 10_: 15- Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After _ Hours (ft): N/A Samples Lab a) o U o76 U_ �5 u- U X c o U) a Y E oar a d d' D_ n. +T+ C J J _ a) N a) d a > U) a1 a U a `—' cn LL m c_ E o ) 'c 0 j T ca U j o a r- > N J 0- o cn Material Description C z a o 0 o a Dark Brown CLAY - with calcareous nodules 14.5- 1 zs 1 71 zz as Tan at 2 ft 3.0 1 1 1 1 19 3.0 1 1 1 1 15 1 59 1 17 1 42 1.0 1 1 1 1 17 / 13.0 Tan SHALY CLAY %6 14.5+ 1 3.4 1 95.5 1 24 1 49 1 18 1 31 Gray at 16 ft 4.5+ 13 0.0 20 Boring terminated at 20' r/0 BORING NUMBER: R: B-12Pag e 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 0 J L U a _r m o- o CU c� ca U j o a c > in J a ° cn Uj Material Description N z a o 0 o a jj Brown CLAY - with limestone fragments 32/12" 5 10 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After _ Hours (ft): N/A Tan CLAY - with calcareous deposits Gray shaley at 18 ft Samples Lab U o @ LL 6 w a Em cr d ) L.L a .-. N - o 0 J J Y N 3 N c d o a .65 � c a U a � cn ii v 'c m o o ° E 20.0 8 1 41 1 22 1 19 3.5 1 1 1 1 16 4.5 1 1 1 1 21 4_5 1 1 1 1 24 4.5 1 1 1 1 15 1 56 1 18 1 38 1 01 3.5 1 1 1 1 12 4.5 1 1 1 1 5 Boring terminated at 20' Wo UES. BORING NUMBER: B-13 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� 51 10 4'/// Groundwater Data -7 During Drilling (ft): 19 V After Drilling (ft): 19.5 After —Hours (ft): NIA Samples Lab � o U o76 U_ �5 u- U X c Q O cn � o U) a Y E -oa a d C J _ a) y a) d d' D_ L.L n. +T+ J .7 0) c U a `—' cn LL o 2 Y 'c 0 j o o «° ETN a U j o a c > N J a 6 cn Material Description C z a o 0 o a Brown CLAY - with cobble k 1 20/1z" 21 13.0 Tan SANDY SHALY CLAY - with calcareous nodules Gray at 17 ft 20 Boring terminated at 20' 20.0 66/12" 4.51 1 1 124 4.5 1 1 1 1 22 1 44 1 20 1 24 4.5 1 1 1 1 22 15 1 48 1 17 1 31 4.5 1 1 1 1 20 1 55 1 21 1 34 4.5 1 1 1 1 18 0.6 Wo UES. BORING NUMBER: B-14 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES Water Seepage at 13 ft HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q. oU cn I� o U) V) a Y -oa a M d' D_ L.L n. +T+ C J J _ a) N a) d a U)� a U a `-' cn ii m c o =3 Y 'c 0 j n a U j o a c > N J a ° cn Material Description O z a o 0 o a Dark Brown CLAY - with calcareous nodules 0 1 14.5+ 20 65 23 42 Tan SANDY CLAY - with calcareous deposits and nodules 5 15 -1///, Shaley at 13 ft LIMESTONE - gray, tan. Gray shaley CLAY 17.0 20 r 20.0 Boring terminated at 20' 1.0 1 1 1 1 18 4.0 1 1 1 1 17 1.0 1 1 1 1 16 1 39 1 17 1 22 1 0.0 1 51 4.5+ 1 1 1 1 -11, 4.0 1 1 1 1 22 4.5+ 1 1 1 1 19 r/0 R: B-15BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/18/2025 COMPLETED 04/18/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� 5 M Groundwater Data -7 During Drilling (ft): 16 V After Drilling (ft): 19 After _ Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q O cn � o U) a Y E -oa a d n. +T+ C J J _ N N a) d a a1 a U a `—' cn LL m c o Y 'c 0 j ET a U j o a c > N J a o cn LU Material Description z a o 0 o a Brown CLAY - with sand and calcareous nodules 0 1 14.5 119 51 22 29 1 79 Tan CLAY - with calcareous nodules and deposits Shaley at 13 ft 15 0 Gray with interbedded limestone at 18 ft v _L20 20.0 100/1.00" 1.5 1 1 1 119 2.51 1 1 116 3.5 1 1 1 1 17 1 41 1 15 1 26 1 0.5 3.0 1 1 1 1 25 4.5 1 1 1 1 15 1 42 1 17 1 25 24 Boring terminated at 20' Wo UES. BORING NUMBER: B-16 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/18/2025 COMPLETED 04/18/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 1111111113 10 _' 20-t` Groundwater Data -7 During Drilling (ft): 8 V After Drilling (ft): 8 After —Hours (ft): N/A Samples Lab o U o76 LL �5 U_ U X c n oc� 1� o U) a a) Y E oar a d d' d N T n. +T+ C J J _ a) N a) d �0 a � �a U LL m En c_ o ) 'c M U j o a Lr-c > N J a o cn Material Description C z a o 0 o a Dark Brown CLAY - with calcareous nodules and gravel 0 2.s a Tan at 2 ft Shaly at 13 ft Gray at 17 ft 20.0 3.0 1 1 1 1 17 1 67 1 17 1 50 1 0.4 4.0 1 2.3 1 1102.2 1 23 1 57 1 21 1 36 4.0 w Boring terminated at 20 ft r/0 R: B-17BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� 5 M 15 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After _ Hours (ft): N/A Samples Lab � o cL 76 U �5 U x Q oU 1� m a E a d +T+ C J J — N a) d a a1 a U LL m c_ o a)'E 0 j n a U j o a c > N Material Description C z a o 0 o a Dark Brown CLAY - with calcareous nodules Mi Tan CLAY - with calcareous nodules and deposits Shaley at 13 ft Gray at 17 ft 20 20.0 34/12" 4.5 1 1 1 1 19 1 57 1 17 1 40 2.5 1 1 1 1 14 3.5 1 1 1 1 16 4.5 1 5.7 1 1112.8 1 18 1 49 1 17 1 32 1.5 13 18 IWI Boring terminated at 20' Wo UES. BORING NUMBER: B-18 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab a) o U o76 U_ �5 u- U X c o U) a Y E oar a d d' D_ n. +T+ C J J _ a) N a) d a > U) a1 a U a `-' cn LL m c_ E o ) 'c 0 j T ca U j o a r- > N J 0- o cn Material Description C z a o 0 o a Brown CLAY -with calcareous nodules 0 _N 4.5 18 5_v/ 20 -t� Tan CLAY - with calcareous nodules and deposits Tan SHALEY CLAY Gray at 17 ft 20.0 3.0 1 1 1 1 20 1.0 1 1 1 1 15 3.5 1 1 1 1 19 1 44 1 19 1 25 4.0 1 1 1 1 21 4.0 1 1.8 1 1122.6 1 26 1 70 1 24 1 46 4.5 20 0.1 Boring terminated at 20' r/0 R: B-19BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q O cn � o U) a Y E -oa a d d' D_ L.L n. +T+ C J J _ a) y a) d a .7 a1 a U a `—' cn LL m c o 2 Y 'c 0 j n N o o «° a U j o a c > N J a o cn Material Description C z a o 0 o a VA Brown SANDY CLAY WITH GRAVEL 35/12" Tan at 2 ft 8 1 56 1 26 1 30 4.5 1 1 1 1 12 5 3.0 7 6.0 LIMESTONE - tan, with interbedded clay . 100/8.00" 8.0 Tan CLAY - with calcareous deposits and nodules 4.5 21 57 20 37 10 12.0 LIMESTONE - gray. 13.0 Gray shaley CLAY 4.5 16 52 19 33 15 4.5 19 20 20.0 Boring terminated at 20' Wo UES. BORING NUMBER: B-20 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o cL 76 U �5 U x Q oC� 1� m a E a d +T+ C J J — N a) d a a1 a U LL m c_ o a)'E 0 j n ca U j o a r- > N J 0- o cn Material Description C z a o 0 o a Dark Brown CLAY - with calcareous nodules 0 _N 1.0 z7 Tan SANDY CLAY - with calcareous nodules and gravel 5_V/ 10 Tan and Gray shaley CLAY �W 20 A� Fossiliferous at 18 ft 13.0 20.0 38/12" 3.0 1 1 1 1 13 1 44 1 15 1 29 1 0.0 3.0 8 2.0 1 1 1 1 10 1.5 1 2.4 1 1114.5 1 17 1 37 1 22 1 15 4.0 4.5 25 10 Boring terminated at 20' Wo UES. BORING NUMBER: B-21 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU C t o U) a Y E -oa d L.L a)N d a .7 01 a U a `-' cn LL m c o 2 Y 'c 0 j ET a U j o a c > N J a o cn Material Description C z a o 0 o a Dark Brown CLAY 0 1 _N 4.5+ 27 92 35 57 5_v/ 10 -4': 15 -1/; 20L Tan SANDY CLAY - with calcareous nodules and deposits 20.0 2.5 1 1 1 1 16 4.5+ 1 1 1 1 13 4.5+ 1 1 1 1 22 1 43 1 17 1 26 1 1 62 4.5 1 1 1 1 22 4.5+ 1 1 1 1 13 4.5+ 1 1 1 1 20 Boring terminated at 20' r/0 R: B-22BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/18/2025 COMPLETED 04/18/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� I 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa d a)N d L.L .7 0) c U a `-' cn LL o 2 Y 'c 0 j ET a U j o Material Description C z a o 0 o a Brown CLAY - with sand and calcareous nodules 0 1 14.5+ 19 58 16 42 86 Tan CLAY - with sand Boring terminated at 5' 5.0 2.0 1 1 1 1 15 1 34 1 14 1 20 3.0 1 1 1 1 23 81 r/0 R: B-23BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5 M 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa a d J _ a) y a) d J m �0 a > � c LL E a U j U a c > N J a o cn Material Description Cr o z ao 0 o a Brown CLAY - with calcareous nodules Gray at 4 ft Boring terminated at 5' 5.0 4.0 1 1 1 1 20 4.5 1 1 1 1 25 1 69 1 17 1 52 1.5 1 1 1 1 12 r/0 R: B-24BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/18/2025 COMPLETED 04/18/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa d a)N d L.L .7 0) c U a `-' cn LL o 2 Y 'c a U j o Material Description C z a o 0 o a Dark Brown CLAY - with sand and calcareous nodules 0 4.5 29 84 24 60 Brown and tan at 2 ft Tan CLAYEY SAND 5 In Boring terminated at 5' NEW 15 20 5.0 2.5 1 1 1 1 22 1 70 1 15 1 55 1 1 83 4.5+ 1 1 1 1 12 1 60 1 17 1 43 1 1 26 BORING NUMBER: B-25 Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/18/2025 COMPLETED 04/18/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 1.1 U X c Q oU cn t o U) a Y E -oa a d n. +T+ C J J _ a) y a) d c E o Y Q) 'c 0 j o a U j U a c > N J a ° cn Material Description Cr o z ao 0 o a Dark Brown CLAY - with calcareous nodules Tan at 4 ft Boring terminated at 5' 5.0 3.5 1 1 1 1 26 2.5 1 1 1 1 17 1.5 1 1 1 1 18 r/0 R: B-26BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/18/2025 COMPLETED 04/18/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5 mrs 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oC� cn t o U) a Y E -oa a d J _ a) N a) d J m a c cn ii E ca U coo a c > N J a ° cn Material Description Cr z ao o 0 o a Brown CLAY - with calcareous nodules Tan at 2 ft Boring terminated at 5' 5.0 3.0 1 1 1 1 23 1.0 1 1 1 1 23 1 79 1 16 1 63 3.0 1 1 1 1 20 94 r/0 R: B-27BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/10/2025 COMPLETED 04/10/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� I 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After _ Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa d a)N d L.L .7 0) c U a `—' cn LL o 2 Y 'c 0 j o o «° ETN a U j o a c > N J a o cn Material Description O z a o 0 o a Dark Brown CLAY - with calcareous nodules Tan CLAY - with calcreous deposits and nodules Boring terminated at 5' 5.0 4.5 1 1 1 1 16 1 56 1 21 1 35 2.0 1 1 1 1 9 1 37 1 15 1 22 2.0 1 1 1 1 11 r/0 R: B-28BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT 140 HAMMER DROP 30 o � U a � c.� 5 M Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q O cn � o U) a Y E -oa a d _ y N d a a1 a U a `—' cn LL m c a U j U a c > N J a o cn Material Description Cr o z ao 0 o a Brown CLAY - with calcareous nodules Tan CLAY - with calcareous nodules Tan and brown shaley at 6 ft 15 VZA 15.0 LIMESTONE - gray. 100/1.50" 20 20.0 Boring terminated at 20' OKI] NMI 4.5 1 1 1 1 9 1 67 1 23 1 44 1 2.0 4.0 1 1 1 1 22 4.05 1 1 1 1 15 r/0 R: B-29BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/16/2025 COMPLETED 04/16/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa d L.L a)N d .7 0) U a `-' cn LL c o 2 Y 'c 0 j ET a U j o Material Description O z a o 0 o a Brown SANDY CLAY - with calcareous nodules Mi Tan at 2 ft 5 Boring terminated at 5' 15 20 5.0 4.0 1 1 1 1 14 1 42 1 17 1 25 1 1 66 4.5 1 1 1 1 21 1 45 1 15 1 30 4.5 1 1 1 1 14 r/0 R: B-30BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5 M 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After _ Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oU cn t o U) a Y E -oa d a)N d L.L .7 0) c U a `—' cn LL o 2 Y 'c 0 j ET a U j o Material Description O z a o 0 o a Dark Brown CLAY - with calcareou nodules Tan at 4 ft Boring terminated at 5' 5.0 2.5 1 1 1 1 28 1 85 1 23 1 62 1 1 91 3.0 1 1 1 1 22 4.0 1 1 1 1 22 1 73 1 17 1 56 1 1 88 r/0 R: B-31BORING NUMBER: Page 1 of 1 PROJECT NAME Rock Creek Ranch PROJECT NUMBER W251030 DATE STARTED 04/17/2025 COMPLETED 04/17/2025 PROJECT LOCATION Fort Worth, Texas CLIENT Zale Properties, Inc. NORTHING/EASTING - / - DRILLING METHOD Auger BORING ELEVATION N/A NOTES HAMMER WEIGHT - HAMMER DROP - o � U a � c.� 5 M 15 20 Groundwater Data During Drilling (ft): N/A After Drilling (ft): N/A After —Hours (ft): N/A Samples Lab � o U o76 U_ �5 u- U X c Q oC� cn t o U) a Y E -oa a d J _ a) y a) d J m �0 a > � c LL E ca U coU a c > N J a ° cn Material Description Cr z ao o 0 o a Dark Brown CLAY - with calcareous nodules Tan at 4 ft Boring terminated at 5' 5.0 4.5+ 1 1 1 1 32 3.0 1 1 1 1 18 1 44 1 16 1 28 4.5+ 1 1 1 1 11 WI UESTM KEY TO SOIL SYMBOLS AND CLASSIFICATIONS SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) IN(CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE MEDIUM 5 TO 10 11 TO 30 (SC), CLAYEY SAND DENSE VERY DENSE 31 TO 50 OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsf) (SM), SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 ® (ML), SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH), Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 ® LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) ® SHALE / MARL LOW 4 TO 15 El SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o 31 (GP), Poorly Graded GRAVEL VERY HIGH OVER 35 -' (GW), Well Graded GRAVEL ® (GC), CLAYEY GRAVEL �] RELATIVE PROPORTIONS M I, I/'I,d (GM), SILTY GRAVEL ��II m(OL), ORGANIC SILT TRACE LITTLE 1 TO 10 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 NOR SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■SHELBY TUBE (3" OD except where BOULDERS 8.0" OR LARGER noted otherwise) COBBLES 3.0" TO 8.0" SPLIT SPOON (2" OD except where COARSE GRAVEL 0.75" TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" ® AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ROCK CORE (2" ID except where SILT CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise) GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH The Hawthorn at Rock Creek Phase I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 106640 Revised July 1, 2011 FORT WORTH,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/161 07/23/97 33 05 13 Urethane Ildrohilic Waterston Asahi Kopyo ICK. Adeka Lltra-Scal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Dr —in No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Prcas-Scat Gasket Corp. 250-40 Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HOPE Manhole Adiustment Rings Ladtech Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS Wra idSeal Manhole Enca sulation System Water & Sewer - Manholes & Bases/Fiber lass 33-39-13 1/8/13 1/26/99 33 39 13 1 Fiberlms Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 3339 13 1 Fiber lass Manhole L.F. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 Rev 2/3/16 33 05 13 IManhole Frames and Covers I Western Iron Works Bass & Has Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 33 05 13 Manhole Frames and Covers Western Iron Works Bass & f Ie , Found 30024 24" Dia. 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Found, NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Co oration MH-144N 3305 13 Manhole Frames and Covers Sigma Co oration MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dig. 3305 13 Manhole Frames and Covers Neenah Castro 24" dig. 10/31/06 33 05 13 Manhole Frames and Covers 'n ed Powerseal Hinged Ductile Iron. Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines Pamrex/rexus RE32-R8FS 30" Dia. 01/31/06 3305 13 30" Dia. MH Wag and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. 1 I/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651 FAN & MHl6502 30" Dia 07/19/ 11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/ 10/ 1 1 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Du with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSFITO M105 & ASTM A536 30" Dia 06/01/ 17 3405 13 30" Dia. MH Riruz and Cover Lockable Cl SIP Industries 2280 32" ASTM A 48 30" Dia. 12/05/23 3405 13 30" Dia. MH Ring and Cover (Hinged & Loekable Cl SIP Industries 4267WT - Hinged 32" ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Com eaite Access Products L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Ain 30" Dia. l0/07/21 1 3405 13 30" Dia. MH Ping and Cover Trumbull Manufacturing 32" 30" Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. 3305 13 Manhole Frames and Covers Western Iron Works Bass & Hays Foun 300-24P 24" Dia. 3305 13 Manhole Frames and Covers McKinle Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers SIP)Seram ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 3339 10 Manhole Precast Concrete Hydra Conduit Corp SPL Item #49 ASTM C 478 48" 3339 10 Manhole Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 3339 10 Manhole Precast Concrete Concrete Product Inc. 48" LD. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 3339 10 Manhole Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 3339 10 Manhole Precast Concrete The Turner Com an 48" 60" I.D. Manhole w/ 32" Cone ASTM C 478 41" 61" 09/03/24 3339 10 Manhole Precast Concrete Oldcastle Precast Inc. Manhole, 32" Opening and Flat. top, (No Trmaition Cones) ASTM C 478 48" to. 84" I.D. 06/09/ 10 33 39 10 Manhole Precast Reinforced Pol er Concrete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/ 19 33 39 20 Manhole Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole Precast Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole Precast (Hybrid) Polymer & PVC Geneva Pie and Precast Predl S teens 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole Precast Concrete AmeriTex Pipe and Products LLC A8" & 60" LD. Manhole w/32" Cone ASTM C-478; ASTM C-923: ASTM C-443 03/07/23 33 39 20 Manhole Precast Reinforced Polymer) Concrete P3 Pol ers RockHardse 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole. Precast Reinforced Polymer) Concrete Amitech USA Mayer Polyerete Pipe 02/04/26 33 3920 Manhole. Precast Concrete Thompson Pipe Group 48" 60" 72" I.D. Manhole w/36" Cone Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Std. MH cannot be 1 Wastewater Access Chamber Quickstrearn Solution Inc. Type 8 Maintenace Shaft Poo it installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious EI-14 Mnnholc Rehabs stems Quarles, 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials Inc. Reliner MSP E 1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 11144 Manhole Rehab System Streag Company Strong Seal MS2A Rehab Systeen 11 1212/03 El-t4 Manhole Rehab System Lincr Triplex LiningS teen MH repair product to stopinfiltration ASTM D5813 OS/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List FORT WORTH,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E I-14 Manhole Rehab S ,lens Smayrog, Spray Wall Polymethare Coating ASTM D6391D790 12/14/01 Coating for Corrosion rotection Exterior ERTECH Series 20230 and 2100 As hatic Emulsion Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791 S1HB, Sl S2 Acid Resistance Test So— Applications 8/28/2006 Coatings for Corrosion Protection Warren Envronm anal S-301 ead M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 3920 Coatin for Corrosion otection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade Ashatie Emulsion Far Exterior Coating of Concrete Structures Only 02/04/26 Exterior Precast Joint Seal Wra idseal Exterior Sealant Ta a/Shrinkwra Does not replace rubber gasket or Ram-Nek Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161 33 05 13 Manhole Inscrl Icnacson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert No l -Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert 8outhwestem Packin & Seals Inc. Lifesaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packa & Seals Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pine Casing Spacers 33-05-24 07/01/13 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/ 10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BMM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressere Pipe and Grouted Casing 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems CSCI2, CSS12 09/03/24 3305 13 Casing Spacers Raci (Completely HOPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pi es/Ductile Iron 33-11-10 1/8/13 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150 CI51 3" thm 24" 08/24/ 18 33 11 10 Ductile It.. Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thru 30" 08/24/ 18 33 It 10 Ductile Iron Pipe American Ductile iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C 151 4" thr t 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWAC150,CI51 Water & Sewer - Utillty Line Marker (08/24/2018) Sewer - Coatines/Eooxv 33-39-60 (01/08/131 02/25/02 E oxyLiumaSystem Sauereisen Inc S—Gard 21ORS LA Count #210-1.33 12/14/01 E ox Linin S.. tem Ertech Technical Coatings Ertech 2030 and 2100 Series 04JI4105 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Cautions for Corrosion Protection Chesterton Are 791,S11113Sl S2 Acid Resistance Test Sewer Applications 9/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatin s/Polvurethane Sewer - Combination Air Valves 05/25/18 33-31-70 An Release Vsl,r A.RL USA Inc. D025LTP02 Com site Body) 2" Sewer - Pipes/Concrete E1-04 Conc. Pie Reinforced Wall Concrete Pipe Co. Inc. ASTM C76 EI-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G SPL Item 477 ASTM C 76 Et-04 Conc. Pie Reinforced Hanson Conercte Products ASTM C 76 E 1-04 Conc. Pie Remirreed Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlarement System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way,N.J. A roved Previous! McConnell Systems McLat Construction polyethylene Houston Texas Approved Previous! TRS Systems Trenchless Replacement System Pol ettr lene Calgary,Canada Approved Previous! Sewer - Pi e/Fiber lass Reinforced/ 33-31-13 1/8/13 7121/97 33 31 13 C'cnt. Cast Fiberglass FRP) Hobas Pipe USA Inc. Hobas Pi on -Pressure ASTM D3262/D3754 03/22/10 3331 13 Fiber lass Pi a FRP Amerou Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/2l 3331 13 G1ass-Fiber Reinforced Pol er Pipe FRP Thompson Pie Group Thom son Pipe Flowtite ASTM D3262ID3754 03/07/23 3331 13 Fiber lass Pipe (FRP) Future Pipe Industries Fiberstron g FRP ASTM D3262, ASTM D3681, ASTM D4161, A W W A M45 09/03/24 3331 13 Fiberglass Pipe (FRP) Superlit Boru Sana i A.S. Su erlit FRP ASTM D3262, ASTM D3517. ASTM 3754, AW WA C950 * From Original Standard Products List FORT WORTH,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size * From Original Standard Products List FORT WORTH,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pine/Polvtner Pipe 4114105 Pol -mer Modified Con¢ete Pie Amitech USA Meyer Pol Crete Pipe ASTM C33 A276 F477 8" to 102" Class V 06/09/10 El-9 lReinforce,P.cr Concrete Pie US Composite Pie Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) Ili h-densh oI -r[h lene i Phillips Drisco i e Inc. Oraicore Ductile Pol eth lene Pipe ASTM D 1248 8" High -density al th lene pipe Plexco Inc. ASTM D 1248 8" e h-densit o] h lene i e PollyPie Inc. ASTM D 12. 8" Hi h-densi of eth lene i CSR H dre Conduit/Pi line Systems McConnell Pie Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipc Pipelife Jetsv— PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 [7/1/13) 33-31-20 PVC Sewer Pie J-M Manufactmin Co. Inc. JM Eagle) SDR-26 PSI15 ASTM D 3034 4" - 11" 12/23/97* 33-31-20 PVC Sewer Pie Diamond Plastics Co oration SDR-26 PSI IS ASTM D 3034 4" thru 15" 33-31-20 PVC Sewer Pie Lamson V .Ion Pie SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 PSI15 ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sawcr Pie Vin (tech PVC Pie Gravit Sewer Sl 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie 1-M Manufacturing Co Inc JM Eagle) PS. 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings H co SDR-26 PS l I4 Gasket Fittings ASTM D-3034 D-1784 etc 4" - 15" 33-31-20 PVC Sewer Fittings Plastic Trends, Ina(Westlake) Gasketed PVC Sewer Main Fittin s ASTM D 3034 3/19/2018 3331 20 PVC Sewer Pie Pi life Jet Stream SDR 26 PS 115 ASTM F679 18"- 24" 3/19/2018 3331 20 PVC Sewer Pie Pi life Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products Inc. SDR 26 ASTM D3034 4"- I5" 10/21/2020 33 31 20 PVC Sewer Pie NAPC Westlake SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pie Sanderson Pi a Car . SDR 26 ASTM D3034 10/21/2020 33 31 20 PVC Sewer Pie NAPCO Westlake SDR 26 PS 115 ASTM F-679 18"- 36" 2/4/2026 1 33 31 20 1 PVC Sewer Pie Hawk Plastics Corp. SDR 26 ASTM D3034 V- IS" * From Original Standard Products List FORT WORTH,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Auourtenances 33-12-10 (07/011131 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co. Inc. 202B 1"-2"SVG up to 16"Pipe 01/18/18 3342-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-IO Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AWWA C800 1"-2" SVC up to 24" Pipe 03/07/23 33-12-I) Double Strap Service Saddle Powerseal 3450AS Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M 610OMT & 61OMT 3/4" and I" 10/27/87 Curb Sto a -Ball Meter Valves McDonald 4603B 4604B 6100M 610OTM and 6101M !'/," and 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-7NL, FB1600-7-NJ , FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Steps -Ball Meter Valves Ford Meter Box Co. Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1f2" 5/25/2018 33-12-10 Carb St s-Ball Meter Valves Ford Meter Box Co. Inc. FB600-4-NL, FBI600.4-NL, Bll-444-WR-NL, B22444-WR-NL L28-44NL AWWA C800 V 5/252018 33-12-10 Curb Steps -Ball Meter Valves Mueller Co. Ltd. B-25000N, B-24277N-3. B-2020ON-3, H- 15000N H-1552N. 11142276N AWWA C800, ANSF 61, ANSUNSF 372 2" 5/25/2018 33-1240 Curb St s-Ball Meter Valves Mueller Co. Ltd, B-25000N, B-2020ON-3, B-24277N-3,H- 15000N H-14276N H-15525N AWWA C800, ANSF 61. ANSUNSF 372 1-1/2" 5/25/2018 33-12-10 Curb Steps -Ball Meter Valves Mueller Co. Ltd. B-25000N, B-2020ON-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" OI/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Stem Coated Steel JCM Industries Inc. 4l2 Tappingg Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-I2-25 1 Tapping Sleeve Coated or Stainless Steel JCM Industries Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pie Only 05/10/11 Tapping Sleeve Stainless Steel Po —seal 3490AS Flan e & 3490MJ 4"-S" and 16" 02/29/ 12 33-12-25 Tapping Sleeve Coated Steel Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 0229/12 33-12-25 Tapping Sleeve Stainless Steel Rome SST Stainless Steel AWWA C-223 Up to 24" wJ12" Out 02/29/12 33-12-25 TanninTannine Sleeve Stainless Steel Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clam Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Comosite Lid DFW Plastics Inc. DFW37G12-IEPAF FTW Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-BI2 1118 LID-9 Concrete Meter Box Bass & Has CMB-I8-Dual 1416 LID-9 Concrete Meter Box Bass & Has CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gasket's 33-11-05 01/08/13 None Water - Combination Air Release 33-31-70 (01/08/131 * E I-11 C'ombi-6ou Air Release V.1,e GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A I" & 2" E I-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. I/2" 1" & 2" E I -1 l Combination Air Release Valve Valve and Primer Corp. APCO #143C, 4145C and #147C 1" 2" & 3" Water - Dry Barrel Fire H drants 33-12-40 01/15/14 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-DarlingValve Drawing Nos. 90-18608 94-18560 AWWA C-502 03131/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrcl Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/S8 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435 D20436 B20506 AWWA C-502 E-I-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C502 09/24187 E-1-12 Dry Barrel Fire Hydrant M&H Valve CompanyC—pary Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/S8 E1-12 D Barrel Fire Hydrant Mueller Com. at Shop Drawing FH-l2 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Dr —in No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flaw Control AFC Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Barrel Fire Hydrant EJ ast Jordan Iron Works WaterMaster 5CD250 Water - Meters 02/05/93 E 101-5 Detector Check Meter Ames CompanyC—pany Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 M.,—tic Drive Vertical Turbine Horsey Magnetic Drive Vertical AWWA C701 Class 1 3/4" - 6" * From Original Standard Products List FORT WORTH,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification I Manufacturer I Model No. I National Spec I Size Water - Pi es/PVC(Pressure Water 33-31-70 01/08/13 12/05/23 33-1I-12 PVC Pressure Pipe vi.yltch PVC Pip, DR14 AWWA C900, AWWA C605, ASTMD1784 4"-16" 12/05/23 33-I1-12 PVC Pressure Pie Vin lurch PVCPi e DR18 AWWA C900, AWWA C605, ASTMD1784 16"-18" 09/03/24 33-I1-12 PVC Pressure Pie Northern Pie Products DR14 AWWA C900, AWWA C605, ASTMD1784 4"-16" 09Y03124 33-11-12 PVC Pressure Pie Northern Pipe Products DR18 AWWA C900, AWWA C605, ASTMD1784 3/19/2018 33 11 12 PVC Pressure Pie Pi elife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 331112 PVC Pressure Pie Pi etifc Jet Stream DRIB AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-I2" 5/25/2018 33 1112 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a 1M Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 12/6/20I8 33 11 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a 1M Eagle DR 18 AWWA C900-16 UL 1295 ANSI/NSF 61 FM t612 I6"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4"-8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(W.ti kc) DRI8 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Wesdakc) DR14 AWWA C900 4"-12" 9/6/2019 33 1112 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water- Pi es/Valves & Fittings/Ductile Iron Fittings 33-11-11 01/08/13 07/23/92 W-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153&CI10 E 1-07 Ductile Iron Fittins Griffin Pie Products Co. Mechanical Joint Fittings AW WA C 110 EI-07 Ductile Iron Fittings McWane/T. ler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 Aµ WA C 153, C 110 C III 08/11/98 EJ-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153 C 110 C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-I2" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan Uni-Flange Series 1400 AWWA Cl I I IC 153 4" to 36" 05/14/98 EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lack AWWACIII/CI53 4"124" 11/09/04 EI-07 Ductile Iron Joint Restraints One Bolt Inc. One Bolt Restrained Joint Fitting AWWA Cl 11/C I16IC153 4" to 12" 02/29/12 33-I1-I1 Ductile Iron Pie Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series l 100 (for DI Pipe) AWWA C1I1/C116/C153 4" to.42" 02/29/12 33-11-H PVC Pie Mechanical Joint Restraint EBAA Iron Jnc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLC4-SLC10 AWWA Cl I I/CI53 4" to 10" 03/06/19 33-I141 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA Cl1I/CI53 4" to 12" 08/05104 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One -Lk SLCE AW WA Cl1 ]/CI53 12" to 1" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma Onc-Lok SLDE AW WA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" 04107/69 Interior Restrained Joint System Hultec Hydrogrip-R ASTM D395, D412, D471, D573, D883, D1149, D1229, D1349, D1414, D1415, D1566, F913 V-12" 08/16/06 E1-07 Mechanical Joint Fittings SEP Industries Scram re Mechanical Joint Fittings AWWA CI53 4" to 24" 1 I/07/16 33-I1-I1 Mechanical Joint Retainer Glands Star Pipe Products. Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI11 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products Inc. DIP Stargrip Series 3000 ASTM A536 AW WA C1l l 03/19/18 1 33-11-11 Mechanical Joint Retainer Glands SIP Industries Scram. or EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA Cl 11 3"18" 03/19/18 33-I1-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA CI 11 4"-12" 03/19/18 33-1141 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM M36 AW WA CI I I l6"-24" * From Original Standard Products List FORT WORTH,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water - Pioes/Valves & Fittin2s/Resilient Seated Gate Valve* 33-12-20 (05/13/151 Resilient Wedged Gate Vulve w/no Gears American Flow Control Series 2500 Drawls # 94-20247 I6" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AW WA C515 30" and 36" 08/31 /99 Resilient Wedge Gate Valve American Flow Control S� 'es 2520 & 2524 SO 94-20255 AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 SD 94-20247 AWWA C515 16" 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iron AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Scaded GV AWWA C509 4" to 12" 01/24/02 EI-26 lResilient Wedge Gate Valve American AVK Company an 20" and smaller EI-26 Resilient Seated Gate Valve Kennedy 4" - 12" EI-26 Resilient Seated Gate Valve M&H 4" - 12" E 1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A236I SO 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SO 6709 AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31 /06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48" C-515 AWWA C515 42" and 48" 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"- 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SO D-20995 AWWA C515 16" 11.108/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve ISO D-21652 AWWA C515 24" and smaller 1 t/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" Note 3 11/30/12 Resilient Wed e Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48"(Note 3 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" E I-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Menasea1250 reuirements SPI. #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EI(East Jordan Iron Works FJ FlowMaster Gate Valve & Boxes Remove Mateo 225 MR 24-26 Water - Pipes/Valves & Fittin2s/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) E1-30 Rubber Sated Butterfly Valve HenryPratt Co. AWWA CSO4 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller t/I 1/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and I.e., 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Core. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 331221 Rubber Seated Butterfly Valve G. A. Industries Golden Anderson AWWA C504 Butterfly Valve AWWA C-504 30"-54" 09/03/24 33 t2 21 Rubber Seated Butterfly Valve American AVK Company AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" 02/0426 33 1221 Rubber Seated ButterflyValve Mueller Water Products Pratt XR-70 W/Se ented Seats A W WA C-504 24" - 54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E143 Polyethylene Encasment Fiexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics MSP and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Pol eth lene Encasment kEP Industries Bullstrong bv Cowtown Bolt & Gasket AW WA C105 8 and LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Samolin2 Station 03/07/23 33 1250 1 W mcr Sampling Station Ku ferle Foundry Company Eclipse, Number 88 12-inch Depth ofBury As she— inspec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H drovaid HG6-A-IN-2-BRN-LPRR(Pmtable) HG2-A-IN--2-PVC-018-1-PIOPermanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800we 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department'a Standard Specifications during milily 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 Fart Worth Water Department's Standard Specifications or is oa the Fort Worth Water Department's Standard Products Yellow Highlight indicates recent changes * From Original Standard Products List W o- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e v v M o M 5o �o �o 5o 5o - _ _ - - _ _ - - _ _ - - _ _ - - _ _ - - _ _ - _ _ l 7 3 3 2 3 3 NKKK NKKKJ-1mmmmm—m—m- ? ? ? ? a a ? a . O O O �O O O O O O O O O O O O O. O. O O O O O O O O O O O O O O O O O O O O. O. O O O O O O O O O O O. O. O O O O O O O O O O O O. O O O O O O O O O O O. O. O O O O O O O O O O O. O. O O O O O O. O O O O O O O O O O O O 0 0 O O 0 0 O O 0 0 O O O O 0 0 O O O O 0 0 O O O O 0 0.T O O . O O 0 0 O OD O O 0 0 ODD O O 0 0 O O 0 0 O O O O 0 0 O O O O 0 0 O O O 0 0 O ODD O O 0 0 O O 0 0 N M A V p i a> ai e m C o 0 ++ w° e R 'O °o O W N � o a � � a+ 9 z .O a a e e v e v o a 3 I I I I I I I I I I I I I I I I I I I I I I I 1 33 33 3 ,R, s. e R � R o U 0. C R N C7 C7 O N oN ONL1� vcovv v�'�' Qv¢i Q o .-. yp S UUC7 d OOO d d u � O •-• U44yc� M Q P7 O O O O O U U U U 0 V M O Oh Oh V I L M .�-, .�-, N N a M M W W U U M N 0 0 N t��t 0 b 0.' -N+ r h O. ((yy U 0.' (y (y 0.' 0.' _M _M (y ty 0.' 0.' _M ty (y 0.' 0.' ty (y 0.' 0.' V O� (y Q 0.' N N rl U U Q O M N M O O M M O W O b M M F. W U W U F W N O N M N. 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