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Home My WebLink AboutContract 61949-PM3CSC No. 61949-PM3 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF PAVING IMPROVEMENTS TO SERVE: MARINE CREEK RANCH SECTION 17 IPRC Record No. 24-001 City Project No.105363 FID# 30114-020043 1-1955363-EO7685 File No. W-3024 X File No. X-28055 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for 09/23/2024 The City of Fort Worth PEE OF,T®o' o F o September 2024 e* *e m1ma i ANDREA E. TAYLOR e a� 124055 c�� 519 E. Border Street e,OA's �CENS��ee�e Arlington, TX 76010 www.mmatexas.com ao0 ee<e�� ataylor@mmatexas.com tbpe #f-2759 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 0011 13 ln.yit tie t Bidders Bidders Last Revised 03/20/2020 0021 13 004100 00 42 43 0043 3 inst..,,etiors to Bid Form Proposal Form Unit Price Bid Ben 03/20/2020 040:2,12014 05/22/2019 040:2,12014 0045 11 0045 12 Bidders U-o,,u l:fie ti n's Prequalification Statement 04/02 2014 09/01/2015 nno0 45 13 Bidder- v -o.,u l;fieatioi kWipa 03 in v 00 45 26 00 4 5-40 Contractor Compliance with Workers' Compensation Law Mine Btisi Enterprise Goal 04/02/2014 nQ i a 00 52 43 -ity ess Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 7300 0073 10 c„rri oment., -y Condition Standard City Conditions of the Construction Contract for Developer 07 in i 1120 i 01/10/2013 Awarded Projects 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 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 013300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 �� re �tr cvrrurrRctl�Ii FiI.I.'C� nn 07,/ i n vTrvTrrvz� 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified n7� Seleetiye Site Tlemol;tio 12,120,12012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 033000 Cwj. L'i llkkase Concrete 11/20/2012 03�3 GefAfelled Tow St.engt1, TiT.,ter-i 1 (CT C'M Q/rrr20/20ia �o or T��h A Division 26 - Electrical 26 05 00 Cowarwm �x�,,,1. moo, Vzjo iQW. 11 /�t4 2605 10 Demolition for- Rleetfieal Systems 12/20/2012 2605 43 Underground Duets and Raeeways for- Eleetr4eal Systems 07/0W201-t 02/26/2016 Division 31 - Earthwork 31 1000 Site Cl o.,fing 12/20/2012 312T16 0rr2-8203 31�3 Beffe 011 /7vxr28i20i3 31� 1 24 00 Emk-T.km--fAs 01 / 3- 31 25 nn 1�/20QW2 �-rzT-vv rr�-=vraviz 31�-1 366-00 Gabions 17/rrr20Q0i2 31�1 37 00 Ripmp 17/rrr20Q0i2 Division 32 - Exterior Improvements 32 nl i 7 Do,-,ti,.,.,e t Asphalt P ,iag Do..ai 17/20QQ17 �-z--v-r-rr � ,.„7.�,, � n rr�-=vrav�z 32 0 T4v �vFn w t DQ✓.'1�5� \6r�11.i 1 '1 /'l�r20QQ 12 32 1129 Lime Treated Base Courses 12/20/2012 32 33 Comea4 Trea4e l Base C.,12,/20QQ i 32 1 1 37 Liquid Trea4e l SE 1 Qtab l;.,o« 08,121Q015 32 12 -16 1 , , fIg 1 2 /20/2 32 1273 ADrmlt P 112/7 z 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 i3 73 Coner-ete Paving joint Sealants 12/20/2012 32�6 Bri-jk Ureit Paving 11 /7 z 32 1723 Pavement Mar -kings 11/22�2013 32 1725 Curb A,1,1«o3a 1111 /n�, A�3 32 3i i3 Chain Fenees and Gates 12/20/2012 27�0 i ,1 !'S.,tes 12/20/2012 � i447 F\?ri�0 CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 Division 33 - Utilities 330130 Sewer and Manhole Testing 12/20/2012 22�T 33 03 10 Close C;,-eu t Television (CCTV) inspeetio Pum,, Trng,ef Ekn%is^ Cower Systems 03/06 12/20/2012 ZZ�O Toii# Beading and Eleet,-; "1 is 1., ie 12/20/2012 22�T C,,,-.-osio,, Control Tort Stations 12/20/2012 22�2 Magnesium Anode C"tl,, die Proteetio Systeffl 12/20/2012 23 04 30 22�no Toyr*oxx , W".o.. c"� Gleaning and n, eeptanee Testing 4Water Mains 07/01/2011 02/W2013 2 2�o 22�o 22�2 Cleaning of Sewer Mains ins Utility Tr-eneh >~xeav"tiori E:4i17A,•.- epA and Baekf;ll Water- Tine Lower -in 12/20QO z 12/12/2016 12/2W2012 3305 13 33 n�0 22nc1n >; ."mo Qwer- ,1 Grade Rings Cast T name, Qwer and Grade Rings Gempesite n djosti�,� Ma+4 eles l lets Valve Bexesra Other- StF "tfes > >" 01 /22/2016 01/22/2016 t 1�/ten/�n1� --v�-TT 22�0 �-,, f a e �rY^1nerYQ+Q Water-Vaults r�-avraozz 12/20/2012 22�T C ner-ete Coll— 12/20/2012 33 05 20 >g 12/20/2012 330521 Tunnel Liner er Dl "t-e 12/20/2012 22�z Stool Casing Pipe 12/20/2012 33 05 23 Tunneling 12/20/2012 33 05 24 TTHand l�ll%l�a��•• of C.,r fie,- Pipe i Casing or- Tome! Liner- Plate 06/iwr�vi3 22�o 330530 nG Utility >\ afke,."/Lee ter-s T ..e ti.,,-. of Existing Ut;l; 12/20/2012 17120Qn,12 12/20/2012 33 11 T✓-rr-v� 33 11 2,3 11 11 Belt TT„ s and Gaskets , , Ductile T,-..,,. Pipe Ductile ir-e Fittings zzi-zvrz-ozz 12/20QO z 12,120QO i 33 1 1 12 Polyyii+.1 Ghlo-ide (PVC) Pressufe Pipe 11,116Q018 33 1 1 13 Eener-etePr-es Bar- ALFapped, Steel Cylinder- Type 12/20/2012 33 1 1 11 Tuufie,1 Stool Pip -a Fitting 12/20/2012 11 15 22�0 We St esse,1 Cone -ete Gy4i der- Pipe 1 ineh t rr1/1 Z Zvi 22�o Wa4e,. Sef-,; es 2 inel- Large Wa4e - Mete -s Des l;ea. 017 12/20/2012 12/7zzi-� 22�i 22�5 Seated Ga. e Valve n WAL Rubbef Seated B„tto,.f y V 1y t /2012 12/20/2012 02/n�13 22�o Ge Betio Existing Wa4er-Mains C.,,v.l.in do i f Valve Assemblies Mies fee- Potable Water- Systems 12/20/2012 33 1240 n 1 /n T 3�-12 50 �FI;�, y atc Ea *a Stations 12/rc20/2012 33 1260 &aftdard Rlow off Valve n ssem ! 06/19/2013 ?i3 3- 12 Coed in Pkroo Piro ;GIPP) 1 71 /rtr20QO12 33 2 1 13 Fiber -glass Reif fef:ee Pipe for- C_faNity Sanity ;-Se 'Ct$ 12/20/2012 CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 105363 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 3 ! 15 High Dor cat,- Pe1yethykgti (1ZDDB) Dire €b Eanitar, er 12/20/2012 2 2�riT 12/20/2012 Pipe 32 31 c.,�;�F F).1r, 12/20/2012 22�3 333150 c.,�or Piro B1,111rgement Samna,, Sewer Sery C,.,,neetions Sery Line 12/20/2012 04,/26Q@13 22�o ee and ee Combination Air Valve for Samna,, Sewer >~, >\,r.,i 12/20/2012 ree 22�0 22�o ✓ac in Naze C,,,,erete 1\R.,.,holes Pr-ee G Manholes 12/2 z 12/2 z 33 39 30 st ner-ete Fibei-7gl ss Manholes 12/20/2012 22�39 40 22�o Wastewater ate n eeess C4..,,,,ber (W- C) Epoxy Liners s for Samna,, Sewer C'4,-,,..tures 12/20/2012 12/21Z]"20QQQ 33 41 11 Kigh Donty Polyethylene (HDP r) -Pipe for- S ors Dmix 12/20/2012 22�2 Reinfor-eed D lyet logo (EnE) D*e 11/13/2015 33 4600 &1bdr-ainage 12/20/2012 33 4601 Slotted S o:m Domains 07/01/2011 22�-46 02 Tmnch DZkainz 07/01/2011 22�0 Cwt—in Dlase TiT.,,Aieles .,a.1 T„netion Boxes 12/2 z 33 4920 20 Gab and Drap its 12 /�i2 22�o ��:m D�alna� Headwalls an xx7;,�.... all 07/01/2011 � Division 34 - Transportation 24� 4 10 T gram ✓r xL 10/12/2015 2n n�01 A#aehment A—Gentfeller- Cabine 12/18/2015 2n n� AaaehmentB Eentfollel'Speeifie-atien 02/2012 24 n�-41 10.03 Att-aehmerrt G Softwar-e-Sneeif e-atien 01/2012 24� 41 11 Tempe.-afy T-r- fffie Signals 11/22/2013 �/1 11 1 2 Removing -rFa f e Signals 12/20/2012 ?/1 1 ? ? 5 1-ec�,—uL��*3 F1o1ing Bowen 11/22/2013 2n� Pedestfi Hybrid c;,.na 11/22/2013 24 4120 � ��• Illu�rir�� Assemblies 12/20QO12 2n n�no.l1 Aftc«in LED Roadway 06/15/2015 2n n�02 Free , ay LED RE)a w ., T1a.'%Kns� pas 06/15/2015 2n n�03 1 !,ED Roadwr 06/1 c/2n1 c 34 41 30 2n�on 3471 13 Aluminum Signs Single T ede Fite-Opfi. Gable Raffie !''.,,-.t fo 11/12/2013 02/2vz 26/2016 1 1 /2rir22QW. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 105363 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 5 of 5 FC-4-0- A-vailab lily eF GC-4.02 Subsurface and Physical Conditions FE-4.-04 i-Idogroux GG 4.06 Hazardous Environmental Condition at Site GG 6.0 rB Mino -ity and Women Owned u„s;foss Ente f... fise G,,.,-,plia ee GG 6.07 Wage Rates Pormito and Td r s Fib-6.24 Nondisc irsinatiaff GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised March 20, 2020 MARINE CREEK RANCH SECTION 17 CPN #105363 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item Information 00 42 43 DAP -BID PROPOSAL Page 1 of3 Bidder's Application Bidder's Proposal Bidlist Description Specification Unit of Bid Quantity Unit Price Bid Value Item No. Section No. Measure UNIT IV: PAVING IMPROVEMENTS 1 0241.1000 Remove Conc Pvmt 0241 15 SY 916 $36.50 $33,434.00 2 3213.0101 6" Conc Pvmt 32 13 13 SY 24,138 $50.35 $1,215,348.30 3 3213.0103 8" Conc Pvmt 32 13 13 SY 854 $69.65 $59,481.10 4 3211.0501 6" Lime Treatment 32 11 29 SY 25,684 $4.25 $109,157.00 5 3211.0502 8" Lime Treatment 32 11 29 SY 915 $4.25 $3,888.75 6 3211.0100 Hydrated Lime 32 11 29 TN 479 $305.00 $146,095.00 7 3213.0301 4" Conc Sidewalk 32 13 20 SF 4476 $7.70 $34,465.20 8 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 3 $2,830.00 $8,490.00 9 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 3 $2,895.00 $8,685.00 10 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 17 $1,900.00 $32,300.00 11 3291.0100 Topsoil 3291 19 CY 44 $72.95 $3,209.80 12 3292.0400 Seeding, Hydromulch 32 92 13 SY 528 $7.30 $3,854.40 13 3441.4006 Install Alum Sign Ground Mount 3441 30 EA 10 $500.00 $5,000.00 TOTAL UNIT IV: PAVING IMPROVEMENTS $1,663,408.551 Bid Summary UNIT IV: PAVING IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: BY: Tanner Jump Gilco Contracting, Inc. 6331 Southwest Blvd. Benbrook Tx 76132 Tyr Jul TITLE: Estimator DATE: 7/26/2024 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 45 worldng days after the date when the CONTRACT commences to run as provided in the General Conditions. $1,663,408.55 $1, 663,408.55 1 C ITY OF FO RTW ORTH STANDARD CONSTRUCTDN SPEC_F%ATDN DOCUMENTS -DEVELOPER AW ARDED PROJECTS Foxe V embn M ay 22, 2019 FoitW oath -REBID Marie C seek R anch S ecthn 17 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 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 "Maior Work Tvve" box provide the complete maior work tune and actual des_crintion as provided by the Water Department for water and sewer and TPW for naviniz. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Paving Gilco Contracting Inc. 12/31/24 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Gilco Contracting, Inc. 6331 Southwest Blvd. Benbrook, TX 76132 k3ignature) I TITLE: (�a�� G)V)S COOY- 11 % ajVr DATE: 9/ 17/24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 105363 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Gilco Contracting, Inc. Company 6331 Southwest Blvd. Address Benbrook, TX 76132 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: 1 �� v` M ( L) VV1l.Jl ' (Please Print) Signature: f Title:\[Yj. Pas'dinf UWcws (Please Print) EFQRE ME, the undersigned authority, on this day personally appeared -UAA 1 (—�JA AP % , known to me to be the person whose name is subscribed to the foregoing instrument, ,and acknowledged to me that he/she executed the same as the act and deed c �\CJD C D 1 1 1_1-aC -,hYq l IY)(- _ for the purposes and consideration therein expressed and in the capacity therein stated. IVEN UNDER MY HAND AND SEAL OF OFFICE this 1 day of 204+ �,Auy-& QMVk� Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 EMMA TURNER Notary Public, SO@ of Tom& • += My Commission Expiml ` August 12, 2W5 NOTARY ID 13326419 Marine Creek Ranch Section 17 105363 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 2 3 THIS AGREEMENT, authorized on 9/18/24 is made by and between the Developer, 4 Crvstal Lake Development, LLC, authorized to do business in Texas ("Developer") , and Gilco 5 Contracting, Inc.., authorized to do business in Texas, acting by and through its duly authorized 6 representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Marine Creek Ranch Section 17 16 105363 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 45 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer ZERO Dollars ($0.00) for each day that expires after the time specified in 35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million Six Hundred Sixty -Three Thousand Four 39 Hundred Eight Dollars and Fifty -Five Cents ($1.663.408.55). 40 Article 5. CONTRACT DOCUMENTS CIi �.��K�]►Y Y �1►Y If.� 42 A. The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid T7o,-.Y, (As p idea by Pe ,oi pe -) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3` State and Feder -at doouliiolgt 50 b. Insurance ACORD Form(s) 51 c. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker's Compensation Affidavit 56 i BE ado- cum (if -o,, ifed) n. � �itm�nt F�� m 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supltzim . 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 iZ�Wm Will lei 1J 040T lei I W [91:111111 l 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, by anv act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused. in whole or in Dart, 93 by anv act, omission or negligence of the citv. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised June 16, 2016 00524? -4 De�eiop r awarded Pro-joct 1grcLment Page 4 of 4 115 116 7.6 Authority to Sign 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly 118 authorized signatory of the Contractor. 119 120 1N WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date sighed by the Parties ("Effective Date"). 124 12�; Contractor. Gilco Co racting, Inc. (Si.-nature) (j (Printed Name) Title:4 l 1 aofi CJ Company Name: Gilco Contracting, Inc. Address: 6331 Southwest Bltid_ CityStatezip: Benbrook, TX 76132 9/17/24 Date Developer: C'ystal Lae DeveloI n ent, LLC (Signature j (Printed Name) Title: _ _%g,✓ /C�.t.z—� -- Company name: Crystal Lake Development, LLC Address: 3825 Camp Bowie Blvd. City'StateiZip: Fort Forth, TX 76107 q/',f /2-V Date / CITY OF FOR I WORTI1 Marine Croek Rcutch .3ection 17 S FANDARD CONSTRUCTION RUC-€ ION SPFC]FICAIfON 1H7C1. LiFNTS — DEVELOVER .111 ARDED PROJE.i 1 S 1053b? Revised June 16,2016 Bond #022239992 0062 13- 1 PERFORMANCE BOND Page I of 3 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Gilco Contracting, Inc. known as 8 "Principal" herein and Liberty Mutual Fire Insurance Company a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Crystal 1 l Lake Development, LLC, authorized to do business in Texas ("Developer") and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the penal sum of, One Million Six Hundred 13 Sixty -Three Thousand Four Hundred Eizht Dollars and Fifty -Five Cents Dollars 14 ($1.663,408.55), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 17 assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number CFA24-0043 ;and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 19th day of September , 20 24, which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Marine Creek Ranch Section 17 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in frill force and effect. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363 Revised January 31, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 006213-2 PERFORMANCE BOND Page 2 of 3 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 19th day of September 20 24 . ATTES .. � U (Principal) ecr t Witness as to Principal Witness as to Surety PRINCIPAL: Gilco Contracting, Inc. BY*Sinature Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company BY: Si ature Sophinie Hunter, Attorney -In -Fart Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Marine Creek Ranch Section 17 105363 006213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363 Revised January 31, 2012 Bond #022239992 0062 14- 1 PAYMENTBOND Page 1 of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Gilco Contracting, Inc. known as 9 "Principal" herein, and Liberty Mutual Fire Insurance Company a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 12 Developer, Crystal Lake Development, LLC , authorized to do business in Texas "(Developer"), 13 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One 14 Million Six Hundred Sixtv-Three Thousand Four Hundred Eight Dollars and Fifv-Five Cents 15 ($1,663.408.55), Iawful money of the United States, to be paid in Fort Worth, Tarrant County, 16 Texas, for the payment of which sum well and truly be made jointly unto the Developer and the 17 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 18 assigns, jointly and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number CFA24-0043:and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the I9th day of September , 20 24 , which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Marine Creek Ranch Section 17. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363 8 9 10 11 12 13 14 006214-2 PAYMENTBOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 19th day of 6 September 20 24 7 ATTEST: (Principal) S T S Witness as to Principal ATTEST: >f � 1cf/1��n— (Surety) Secretary Witness as to Surety PRINCIPAL: Gilco Contracting, Inc. BY: _ Signature Lela McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company BY: At 1,[ Jl — Signatu Sophinie Hunter, Attorney-)n-Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363 Bond #022239992 006219- 1 MAINTENANCE BOND Page 1 of 3 I SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Gilco Contracting, Inc. known as 9 "Principal" herein and Liberty Mutual Fire Insurance Company , a corporate surety 10 (sureties, if more than one) duty authorized to do business in the State of Texas, known as 1 I "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Crystal 12 Lake Development, LLC , authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the sum of One Million Six Hundred Sixty- 14 Three Thousand Four Hundred Eip-ht Dollars and Fifty -Five Cents. ($1,663,408.55), lawful money 15 of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum 16 well and truly be made jointly unto the Developer and the City as dual obligees and their 17 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and 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 CFA24-0043:and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 19th day of September , 20 24 , 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 Marine Creek Ranch Section 17 ; 29 and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Developer and/or City of the need thereof at any time within the 4 Maintenance Period. 5 6 NOW THEREFORE, the condition of this obligation is such that if Principal shall 7 remedy any defective Work, for which timely notice was provided by Developer or City, to a 8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 9 remain in full force and effect. 10 11 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 12 noticed defective Work, it is agreed that the Developer or City may cause any and all such 13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 14 by the Principal and the Surety under this Maintenance Bond; and 15 16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 18 Worth Division; and 19 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 successive recoveries may be had hereon for successive breaches. 22 23 24 CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363 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 19th day of September 3 20 24 . 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 ATTEST: v (Principal) S re F fitness as to Principal ATTEST: �(Surety) ��to fls�ss as Surety PRINCIPAL: Gilco Contracting, Inc. BY: ASi nature Lela McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363 Revised January 31, 2012 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Libertx Liberty Mutual Fire Insurance Company Mutual. Wausau, Wisconsin Certificate No: 82l?sali8-022020 SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Mutual Fire Insurance Company, being a Wisconsin Corporation having its principal office in the City of Wausau, State of Wisconsin does hereby make, constitute and appoint Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Pe;ipers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonic Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attomey(s)-in-fact, with full power and authority hereby conferred in their(ts name, place and stead, to sign, execute, acknowledge and deliver in theirfits behalf, and as their/its act and deed, without power of redelegation, as follows: Bonds, undertakings, recognizances, contracts of indemnity, and all other surety obligations, as required, unlimited as to Dollar amount and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Company(ies), and all the acts of said attomey(s), pursuant to the authority herein given, are hereby ratified and confirmed. AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYS -IN -FACT Appointment of Attomeys-in-Fact by Liberty Mutual Fire Insurance Company are made pursuant to Article V, Section 10 of Liberty Mutual Fire Insurance Company's By -Laws, as (amended and by Unanimous Consent of the Board of Directors dated May 21st, 2013. Further, the President of Liberty Mutual Fire Insurance Company, executed a Delegation of Authority and authorized the assistant secretary signing below to appoint attomeys-in-fact as may be necessary to act on behalf of Liberty Mutual Fire Insurance Company to make e E� execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances, and other surety obligations. a) 0 cco IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has caused these presents to be signed by its authorized representatives, and its Corporate Seal to be hereto affixed, .a this 23rd day of April 2021 7 >_ Liberty Mutual Fire Insurance Company O FXRE INSG , U L ca Py �pV�g4 �1 v to 08 � �.� ,>t�,.,• �� O r By: N e'ScoHSF�da David M. Carey, Assistant Secretary a O O * `z L �L Qj0 a)i5 O O E cca Attest: *0J4 QL4 ` lL Q `o w Heather B. Magee o CU ar v w State of PENNSYLVANIA Q CN County of MONTGOMERY •ss o M 0- o The foregoing instrument was acknowledged before me this 23rd day of April 2021 by David M. Carey, an authorized representative of Liberty Mutual Fire Insurance o L Insurance Company. c � co — Cc C N •'' ; `•., t�i commonwealth of Pennsylvania - NotarySeal c O Zks Teresa Pastella, Notary Public �'� Montgomery County & _ " t ��r -� @ 1 I My commission expires March 28, 2025 II"/ik rr-p.,� O � ,✓J / Commission number 1126044 By. LL n- w,rCV;.::C. f Member, Pennsylvania Association of Notaries Teresa Pastella, Notary Public CERTIFICATE I, the undersigned, an Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attomeys-in-fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated May 21, 2013. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seal of the Company maybe affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon the Company when so a`Fxcd and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, affixed, this day of LM 5-22023 03121 E1(1E INg` JPr RP0,g4T'pyy �1908e By: o Renee C. Llewellyn, Assistant Secretary Yd�B�SC014 Naas` -1, '0�,.Liberty tl tU.�� , SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA l 9406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (111-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: htto://www.tdi.texas.gov E-mail: ConsumerProtection(altdi.texas.Eov. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar a] numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (I I I -IA) P. O. Box 149091 Austin, TX 78714-9091 FAX 4 (512) 490-1007 Web: http://www.tdi.texas.ggv E-mail: ConsumerProtection@tdi.texas.eov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. NP 70 68 09 01 LMS-15292 10/15 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology...........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 5 Article2 —Preliminary Matters.........................................................................................................................6 2.01 Before Starting Construction......................................................................................................... 6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards......................................................................................................................6 3.02 Amending and Supplementing Contract Documents................................................................... 6 Article 4 — Bonds and Insurance........................................................................................................................ 7 4.01 Licensed Sureties and Insurers...................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds......................................................................... 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 —Contractor's Responsibilities.........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)......................................16 5.07 Concerning Subcontractors, Suppliers, and Others....................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas........................................................................................................19 5.12 Record Documents...................................................................................................................... 20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative..................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals.................................................................................................................................... 22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services...............................................................................24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities.................................................................................................................. 26 7.01 Inspections, Tests, and Approvals................................................................................................... 26 7.02 Limitations on City's Responsibilities........................................................................................26 7.03 Compliance with Safety Program............................................................................................... 27 Article 8 - City's Observation Status During Construction............................................................................27 8.01 City's Project Representative......................................................................................................27 8.02 Authorized Variations in Work...................................................................................................27 8.03 Rejecting Defective Work...................................................................................................... 27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work..................................................................................................................... 28 9.01 Authorized Changes in the Work................................................................................................28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................. 28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays.......................................................................................................................................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance ofDefective 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 ll.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 Article13 - Suspension of Work..................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................. 33 Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 34 34 14.02 Computation of Times................................................................................................................34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 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 definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) --A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recordedplat. 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 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions 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 notContract Documents. 10. Contractor —The individual or entity with whom Developer has entered into theAgreement. IL 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 0073 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 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 theAgreement. 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 theProject. 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 0073 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at theSite. 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. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 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 ContractDocuments. 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 0073 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 followingways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and4.02.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 0073 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. 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 0073 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 parry 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 of35 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 eachoccurrence 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 of35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: NONE 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: NONE b. Each Occurrence: NONE 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - 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 of35 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 of35 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 byparticipating 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 of35 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 fumish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ Required for this Contract. (Check this box if there is any City Participation) ❑ Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith 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 of35 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 OtherAreas: 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 of35 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 theDamage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean- up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 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 of35 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 Paragraph5.16.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 ContractDocuments. 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 Paragraph5.16.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 of35 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 causedby: 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 finalpayment; 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 of35 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 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE 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 ofactions. 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 of35 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 Cityfunds 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 of35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 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 of35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipatedproject. 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 of35 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 of35 Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 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 otherparty. 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 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 105363 Revised December 20, 2012 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 105363 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] i 11QI ZI] Icy I[ON I IQ I 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 105363 Revised December 20, 2012 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 1. (Coordination with North Central Texas Council of Governments Clean 20 Construction Specification [remove if not required]) 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 28 1.2 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 36 Specification 37 1.3 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 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 0135 13 -2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit 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 0131 13 E. Water Department Coordination CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised August, 30, 2013 0135 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 G. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised August, 30, 2013 0135 13 -4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 H. Coordination with United States Army Corps of Engineers (USAGE) 18 1. At locations in the Project where construction activities occur in areas where 19 USAGE permits are required, meet all requirements set forth in each designated 20 permit. 21 1. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 J. Dust Control 37 1. Use acceptable measures to control dust at the Site. 38 a. If water is used to control dust, capture and properly dispose of waste water. 39 b. If wet saw cutting is performed, capture and properly dispose of slurry. 40 K. Employee Parking 41 1. Provide parking for employees at locations approved by the City. 42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 43 Construction Specification [if required for the project] 44 1. Comply with equipment, operational, reporting and enforcement requirements set 45 forth in NCTCOG's Clean Construction Specification. } CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised August, 30, 2013 0135 13 -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] i 11QI ZI] Icy I[ON I IQ I 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 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.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised August, 30, 2013 1 2 4 Date: EXHIBIT B FORT WORTH DOE NO. xxxx Project Name: 0135 13 -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) C630 MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Marine Creek Ranch Section 17 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363 Revised August, 30, 2013 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Marine Creek Ranch 17 105363 FINAL GEOTECHNICAL EXPLORATION MARINE CREEK, SECTION 17 Off Crystal Lake Drive Fort Worth, Texas ALPHA Report No. W213475 May 25, 2023 Prepared for: CRYSTAL LAKE DEVELOPMENT, LLC 3825 Camp Bowie Boulevard Fort Worth, Texas 76107 Attention: Mr. Randy Lockhart Prepared By: ALPHA #NTESTING A Universal Engineering Sciences Company ALPHA #XTESTING Geotechnical 5058 Brush Creek Road Tel: 817-496-5600 Construction Materials Fort Worth, Texas 76119 Fax: 817-496-5608 Environmental www.alphatesting.com A Universal Engineering Sciences Company TBPE Firm No. 813 May 25, 2023 Crystal Lake Development, LLC 3825 Camp Bowie Boulevard Fort Worth, Texas 76107 Attention: Mr. Randy Lockhart Re: Final Geotechnical Exploration Marine Creek, Section 17 Off Crystal Lake Drive Fort Worth, Texas ALPHA Report No. W213475 Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Randy Lockhart on November 12, 2021 and performed in accordance with ALPHA Proposal No. 87600, dated November 11, 2021. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of residential foundations. ALPHA TESTING, 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, ALPHA TESTING, LLC Karina Cohuo Geotechnical Project Manager KC/GSF-BJH/eg Copies: (I-PDF) Client OF 00, * * 11 �........................... GREGORY S. FAGAN X ............................� 116518 tot", '•<lCNSE�' �� 11, % ZONA 0N� May 25, 2023 Gregory S. Fagan, P.E. Senior Geotechnical Engineer TABLE OF CONTENTS ALPHA REPORT NO. W213475 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 Fill.........................................................................................................3 6.2 Slab -on -Grade Foundations..................................................................................3 6.3 Post -Tensioning Institute, Design of Post -Tensioned Slabs-on-Grade...................5 6.4 Independent Drilled Piers Associated with Slab Foundations in Deep Fill Areas ..5 6.4.1 Straight -Shaft Piers...................................................................................6 6.4.2 Structural Fill to Reduce Settlement in Deep Fill Areas .............................6 6.5 Drainage and Other Considerations...................................................................... 6 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................7 7.1 Site Preparation and Grading................................................................................8 7.2 Foundation Excavations.......................................................................................9 7.3 Fill Compaction...................................................................................................9 7.4 Utilities..............................................................................................................10 7.5 Groundwater......................................................................................................11 8.0 LIMITATIONS.............................................................................................................11 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 ALPHA Report No. W213475 11tX 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate for Crystal Lake Development, LLC (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests 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 the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to develop a residential subdivision (Marine Creek, Section 17) generally located south of proposed Crystal Lake Drive in Fort Worth, Texas. A site plan illustrating the general outline of the property is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the field exploration was performed, the study area consisted mostly of undeveloped land with scattered to dense trees. Review of aerial photography available from Google Earth after our drilling operations (December 2021) occurred, indicates grading activity in the vicinity of Borings 7, 8, 9, 15 and 16. No information regarding previous earthwork or other development on the site was provided to us. Review of grading plans prepared by MMA (Project No. 2652-13-02, sheets 36 through 40 dated June 24, 2022) indicates the site generally slopes down towards the south about 38 ft (Approximate Elevation: 751 ft to Approximate Elevation: 713 ft). The referenced grading plans also indicate cuts of up to 11 ft and fills of up to 17 ft will be required to achieve final grade in the building pads. Present plans provide for the construction of new residences. The new structures are anticipated to create light loads to be carried by the foundations. It is also anticipated the new structures will be supported using slab -on -grade foundations designed for post construction movements of 41/2 inches or less. No below grade slabs are planned. 1 ALPHA Report No. W213475 11t* 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 46 test borings. Twenty- three (23) borings were drilled to a depth of about 20 ft and twenty-three (23) borings were drilled to a depth of about 15 ft. The test borings were performed 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 Plans, 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 Log of Boring sheets 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, these 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 Log of Boring sheets enclosed in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological maps available from the Bureau of Economic Geology, published by The University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone and Duck Creek formation. This undivided formation generally consists of alternating layers of limestone and marl (limey shale). Residual overburden soils associated with these undivided formations generally consist of clay soils characterized by moderate to high shrink -swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay to depths of about 1 ft to 8 ft below the existing ground surface, underlain by limestone extending to the termination depth of the borings (about 15 ft to 20 ft). Subsurface conditions encountered in Borings 4, 8, 17, 18, and 43 generally consisted of limestone from the surface and extending to the termination depth of the borings (about 15 ft to 20 ft). A 4 ft thick layer of gray shale was encountered between the limestone at a depth of about 12 ft below the ground surface in Boring 17. Subsurface conditions encountered in Borings 23, 29, and 37 generally consisted of clay to depths of about 2 ft to 4 ft below the existing ground surface, underlain by limestone extending to depths of about 12 ft to 16 ft. Shale was then encountered extending to the termination depth of the borings (about 15 ft to 20 ft). More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the materials encountered in the borings are considered relatively impermeable and are expected to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. PJ ALPHA Report No. W213475 Groundwater was encountered on drilling tools during drilling and immediately at completion of drilling in Boring 11 at a depth of about 19 ft below the ground surface. No free groundwater was encountered in the remaining borings. It is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone/shale) interface and from fractures within the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheets provided in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). If 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 recommendations are based on grading plans referenced in Section 2.0. Cutting and filling on the site other than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be contacted before performing other cutting and filling on site to verify appropriate design parameters are utilized for final foundation design. Also, our office should be provided with final grading plans for the southwestern portion of the site to verify our recommendations. 6.1 Existing Fill As discussed in Section 2.0, site grading operations may have been performed at this site after field exploration. Although not encountered in the borings, existing fill material may be present on the property in areas that were not explored. If compaction records for existing 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 area and replaced with engineered fill as recommended in Section 7.3. The excavated materials may be suitable for reuse as engineered fill provided they are free of organics, boulders, rubble, and other debris. The lateral extent, depth and nature of existing fill are not known. Test pits could be performed prior to construction to verify the presence, lateral extent, depth, and nature of the existing fill materials. ALPHA would be pleased to provide this service if desired. 6.2 Slab -on -Grade Foundations Slab -on -grade foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 2.0 kips per sq ft may be used for design of grade beams bearing on undisturbed cuts in native clay, on competent limestone 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 3 ALPHA Report No. W213475 //tt of 10 inches considering the recommended bearing capacity. To reduce cracking as normal movements occur in foundation soils, all grade beams and slab foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post - tensioned reinforcement). It is common to experience some minor cosmetic distress to structures with slab -on -grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slabs and subgrade soils to retard moisture migration through the slabs. Conditions encountered in the test borings, the planned cut/fill within the building pads and results of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab -on -grade foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements have been grouped into Zones I and II and delineated on the Boring Location Plan, Figure 1. Subgrade improvement in the respective Zones (see Figure 1) should be performed using the information summarized in Table A: TABLE A Estimated Potential Seasonal Movements and Recommended Subgrade Improvement ESTIMATED ZONE POTENTIAL IMPROVEMENT REQUIRED TO REDUCE MOVEMENT, MOVEMENTS TO 41/2 INCHES INCHES II Up to31/2 Up to 4% No Improvement Required No Improvement Required Potential seasonal movements were estimated using results from absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. Potential seasonal movements were estimated assuming fill material used to raise the grade will consist of onsite or similar material with a plasticity index of 48 or less. If the plasticity index of material used to raise the grade is higher than 48, potential movements could be higher than our estimates. 4 ALPHA Report No. W213475 Potential movements could be less than 31/2 inches or 41/2 inches in some areas of Zone I or II, respectively. However, due to highly variable conditions encountered in the borings, we recommend using 31/2 inches and 41/2 inches for design purposes in the respective zones. 6.3 Post -Tensioning Institute, Design of Post -Tensioned Slabs -on -Grade Design parameters in Tables B and C were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI). TABLE B PTI Design Parameters Potential Seasonal Movement = 3Y2 inches — Zone I Edge Lift Center Lift Edge Moisture Distance (em), ft 4.3 8.5 Differential Soil Movement (y,,,), inches 2.0 (swell) 1.4 (Shrink) TABLE C PTI Design Parameters Potential Seasonal Movement = 41/2 inches - Zone II Edge Moisture Distance (em), ft Differential Soil Movement (y,,,), inches Edge Lift Center Lift 4.3 8.5 2.2 (swell) 1.6 (Shrink) 6.4 Independent Drilled Piers Associated with Slab Foundations in Deep Fill Areas Significant thicknesses of fill (more than 17 ft) are planned for slab foundation in Lot 21, south of Borings 29. For building pads with planned fills deeper than 17 ft, a system of independent drilled piers should be constructed below the slab -on -grade foundations to reduce the potential for long- term settlements. Lots with 17 ft or more of new fill are delineated on the Boring Location Plan, Figure 1, with heavy black outline. Please Note: Due to the difference in potential movement between the piers and the slab -on -grade foundation, piers should be independent and not structurally connected to the slab -on -grade foundation. In addition, the structural engineer should appropriately design the slab -on -grade to consider the possibility portions of the slab are supported only by the piers in the event the on -site soils shrink/settle and pull away from the slab. Post Tension Institute (PTI) design parameters provided in Section 6.3 of this report are valid only for slab -on -grade systems fully supported on soil and do not take into consideration any portion of the slab or grade beams being fully or partially suspended on piers due to shrinkage or swelling of on -site soils. Differential movements can also occur between the pier supported foundations and connecting flatwork and utilities. This should be considered when designing foundations and connections. Competent limestone was encountered in Borings 29 at a depth of about 2 ft below the ground surface. Due to the extreme variation in the depth to rock over relatively short distances, we recommend test piers be performed in front and behind the building pads prior to construction to verify subsurface conditions at each lot and constructability of the selected pier system. ALPHA Report No. W213475 11t% Recommendations for straight shaft piers is provided in Sections 6.4.1. 6.4.1 Straight -Shaft Piers Drilled piers bearing at least 5 ft into tan or gray limestone can be dimensioned using a net allowable bearing pressure of 12 ksf and skin friction (in compression) of 2.3 ksf. Uplift resistance can be computed using a net allowable skin friction value of 1.8 ksf. The upper 3 ft of limestone should be neglected in computing skin friction. The allowable bearing pressure value has a factor of safety of 3 considering general bearing capacity failure and the skin friction values have a factor of safety of at least 2. Normal elastic settlement of piers under loading is estimated at less than about 1 inch. At least two (2) pier shaft diameters should remain between the bottom of our borings and the bottom of the pier to use the recommended end bearing value. If the minimum clearance is not provided, end bearing should be neglected and the piers designed as friction piles only. In any case, piers should not extend deeper than our borings (20 ft below existing grade before grading). Straight shaft piers should be sufficiently embedded into the limestone and should be designed with full length reinforcing steel to resist the uplift pressure (soil -to -pier adhesion) due to potential soil swell along the shaft from post construction heave and other uplift forces applied by structural loadings. The magnitude of uplift adhesion due to soil swell along the pier shaft cannot be defined accurately and can vary according to the actual in -place moisture content of the soils during construction. It is estimated this uplift adhesion will not exceed about 2.2 kips per sq ft. This soil adhesion is approximated to act uniformly over the portion of the pier shaft in contact with clayey soils to a maximum depth of 12 ft below final grade or to the top surface of limestone, whichever is encountered first. Limestone encountered in the borings was moderately hard to very hard. Heavy duty drilling equipment with rock teeth and/or core barrels will be required to penetrate limestone at this site. 6.4.2 Structural Fill to Reduce Settlement in Deeb Fill Areas As an alternative to using independent drilled piers to reduce settlement of deep fills, structural fill could be used in the lower portion of the fill depth. Structural fill could consist of flowable fill (i.e. lean concrete with a compressive strength of at least 150 psi) or flexible base material as described in Section 7.3. Any fill placed deeper than 15 ft should consist of structural fill. The structural fill should extend at least 10 ft past the limits of the proposed building pad. The limits of the structural fill should be established in the field by professional survey. 6.5 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the structures should be sloped away from the buildings to prevent ponding of water around the foundations. Final grades within 5 ft of the structures should be adjusted to slope away from the structures at a minimum slope of 2 6 ALPHA Report No. W213475 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new structures, 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 re -sealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab system: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 feet from the completed structures. • Large trees and shrubs should not be allowed closer to the foundations 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 slabs. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to the buildings 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. • The root systems from any existing trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near -maximum swell potential. Clay soils surrounding tree root mats within the building areas or areas covered with grade slabs (including, but not limited to driveways, porches, patios, and sidewalks) should be removed to a depth of at least 1 ft below the bottom of the root ball and compacted in -place with moisture and density control as described in Section 7.3. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. 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 7 ALPHA Report No. W213475 11tX construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading Limestone layers were encountered within 4 ft of the ground surface in most of the borings. We expect limestone will be encountered during general excavation at this site. From our experience, this limestone can be hard and may be difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in this hard limestone. All areas supporting foundations, 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. • The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 10 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. • Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof roll should be removed and replaced with well -compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. ALPHA Report No. W213475 Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls will be issued in a separate report. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the excavation is made. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. 7.3 Fill Comnaction Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey soils used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. 9 ALPHA Report No. W213475 Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Flexible base material used to reduce settlement of deep fills should meet the requirements of TxDOT Item 247, Type A or D, Grade 1-2 or 3. The material should be compacted to a minimum 100 percent of standard Proctor maximum dry density (ASTM D 698) and within -2 to +3 percentage points of the material's optimum moisture content. Where mass fills or 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 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. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing utility lines under pavements and/or wall backfill. 7.4 Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. 10 ALPHA Report No. W213475 11tX 7.5 Groundwater Groundwater was encountered in Boring 11 at a depth of about 19 ft below the ground surface. Shallower groundwater seepage could be encountered from the subsurface stratigraphy in excavations for foundations, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made to establish final grades, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is also increased where limestone is exposed in excavations and slopes or is near final grade. Subsurface drains may be required in these areas 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. ALPHA, upon written request, can be retained to provide these services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 2.0. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. 11 ALPHA Report No. W213475 Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 12 APPENDIX ALPHA Report No. W213475 11t\ A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of 46 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 samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. Texas Department of Transportation Texas Cone Penetration (TCP) tests were completed in the field to determine the apparent in -place strength characteristics of the rock type materials. A 3- inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as "TX Cone" (reference: TxDOT Test Method TEX 132-E). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered 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. err I - a � �, II 18 - I B-19 : i B-201 5-21 k B-22- B � II ;. B-17 _ a} ... � II B-24B-25 _ 730 B-31 B-32. ` B-29' B-30 _ B-33 F II II L B-36' B-37 B-3 �-,� _ -- t _ II _ B-391 =' B-42j B-43 B-41 B-4B-45 - _ B-46/ is GEOTECHNICAL EXPLORATION MARINE CREEK, SECTION 17 OFF CRYSTAL LAKE DRIVE FORT WORTH, TEXAS ALPHA PROJECT NO. W213475 ALRNA 'kTE TING INHERE IT ALL BEGINS FIGURE 1 BORING LOCATION PLAN APPROXIMATE BORING LOCATION • F'= ZONE t � y ZONE II `� INDEPENDENT DRILLED PIERS ALPHA Report No. W213475 11tX 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), and Atterberg-limit tests (ASTM D 4318) were performed on selected samples. In addition, pocket -penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results of these laboratory tests are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further analyzed by absorption swell tests. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the attached boring logs. ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 1 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 jGray SHALY CLAY 15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X36 10 49 20 29 2.0 100/ 5" 1. 12.0 16.0 1.1 20.0 L 100/ 4.5+ ICE ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 2 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with calcareous deposits and limestone fragments j j _5 Tan LIMESTONE with clay seams and layers _10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 > o.S `o d E C) a)t o E _ E x o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a CU ow CD oz 0 ao o .S c 1E a) o 0— U 5 in .5 3 Ha Z Z o- X 11 6 X 16 10 X31 10 37 19 18 100/ 4.5" 100/ 15.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/15/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers 5 Gray LIMESTONE with shale seams 10 _15 20_ TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 3 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/15/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C J O o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5 7 2.0 10 81 8.0 82 100/ 2.5" 100/ 20.0 , 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 4 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 TEST BORING TERMINATED AT 15 FT Hammer Drop (lbs / in): 170 / 24 o.S `o d E U a) t D E _ x E o >� No waa oC JoN J� y CU o W °o .Soza p Ha Z o- X 57 X 16 87/ 9.5" 100/ 2.5" 100/ 15.0 k 1.51, ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan CLAY with calcareous deposits and limestone fragments _5� j Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 5 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 10 2.0 14 9 35 17 18 X 27 11 6.0 100/ 1.5" 100/ 5" 1. 100/ 1" 16.0 1.1 20.0 L 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/20/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Brown CLAY with calcareous deposits and limestone fragments Tan LIMESTONE with clay seams and layers _10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 6 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/20/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C J O -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 27 7 4.0 1" 4 1" 4 100/ 15.0 L 2.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 7 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 8 44 20 24 2.0 35 100/ 4.5" 12.0 13" 6 100 1.5" 100/ 20.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 8 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crystal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t o E _ E x > N� `o 3 Y C) 6L N w C J J o a > ow �' o oz f E o �' a� .S c 1E m o o O o U 5 in y .5 3 CU CD 0 ao a)0— o� o a J o (n x� Ha Z m o- X 25 X 50/ " 4 20 X 100/ 12.0 100/ 15.0 JL 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 9 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Brown CLAY with limestone fragments — Tan LIMESTONE with clay seams and layers 5 10_ _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a) t D E _ E x > N� 0C1 `o U N w � C J J o y a o W 0o o z 0E a° o tea) .S c me o p� � o o CU Z Ha o- X 50/ 6„ 9 73 23 50 1.0 100/ 8.5" 100/ 1" 12" 13" 16.0 1.1 20.0 L 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 10 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X 9 15 4.0 Tan LIMESTONE with clay seams and layers X 5 _10 , _ 12.0 jTan and Gray SHALY CLAY with limestone fragments 15 15.0 X TEST BORING TERMINATED AT 15 FT 20 66/ 6 6" im 64 30 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/15/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 19 oZAfter Drilling (ft): 19 O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments j 5 X Tan LIMESTONE with clay seams and layers _10_ _15 Gray LIMESTONE with shale seams 1 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 11 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/1 /1521 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J o J y a oW oz ao o .S c o p�� (n ') W x� o� o a Z J o T Ha a- X 11 10 X25 7 34 16 18 X66 8 5.0 12" 12" 16.0 100/ 20.0 , 4.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 12 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a) t _ x `o U D E E o >� No waa oC JoN J� y o W °o .Soza p CU Z Ha o- X 18 12 2.0 100/ 11.5" 100/ 10.5" 12.0 100/ 15.0 , 1.51, ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 _10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 13 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 8 4.5+ 7 64 22 42 4.0 30 X 50/ 5" 6 100 1.5" 100/ 0.5" 16.0 100/ 20.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/20/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 14 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/20/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C O J -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.25 16 53 19 34 4.0 11 4.0 100/ 2.5" 4.5" 9 .5 100/ 7 15.0 k 3 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 Gray LIMESTONE with shale seams _10 _15 20_ TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 15 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C J O -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5 9 2.0 22 100/ 1.5" 8.0 15" 100/ 5" 100/ 20.0 , 1.5" 5058BrushCreekRd. BORING NO.: 16 ALPHA TESTING Port Worth, Texas �6119 Sheet 1 of 1 Phone: 817-496-5600 Fox: 817-496-5608 PROJECT NO.: W213475 WHERE IT ALL BEGINS www.alphatesting.com Client: Project: Start Date: Drilling Method: Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION "0'Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 4.0 6.0 8.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a) t _ x `o U D E E o N� > C3 N o U E a� a) N m o w C o J o J y 0 a ow oz 0 a° o .S c 1E a) o 0— U 5 in .5 3 CU CD Z Ha o_ 17 1" 4 12.0 100/ 15.0 , 1 4.5+ 13 4.5+ 10 4.5+ 12 25 15 10 0.4 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 17 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crystal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers 10 Gray SHALE _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X 35 X 58 100/ 1.5" 12" 12.0 100/ 9.5" 16.0 100/ 20.0 L 4„ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 18 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crystal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t o E _ E x > N� `o 3 Y C) 6L N w o C J J o y a > ow �' o oz E f ao o �' a� .S c 1E a)0— m o O o U 5 in .5 3 (n CU CD 0 x� o� o a Z m J o Ha o- X 50 66 12" 12.0 100/ 15.0 JL 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/15/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments j Tan LIMESTONE with clay seams and layers _5_ 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 19 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/15/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 5 4.5+ 7 33 13 20 4.0 100/ 4.5" 50/ 4.5" 12.0 X50/ " 6 100/ 1.5" 100/ 20.0 L 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/20/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 20 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/20/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 d o.S a)t _ x E o U� c' E E c o N� 3 Y E 6L N w C J J y a oW oz a° o .S c o p�� cn X c ca ° .E m o T Ha a- Z 3 4.5+ 17 66 20 46 2.0 100/ 9.5" 100/ 4.5" 100/ 4.5" 100/ 15.0 , 2.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 21 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C J O -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5 7 2.0 50/ 6" 100/ 2.5" 50/ 4.5 4.5 100/ 10.0 , 2.5" 6 100 1.5" 100/ 20.0 , 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 22 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a) t _ x `o U D E E o >� No waa oC JoN J� y o W °o .Soza p CU Z Ha o- X 50/ 6" 12 52 20 32 2.0 100/ 8.5" 100/ 5.5" 12.0 100/ 15.0 k 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/15/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments X Tan LIMESTONE with clay seams and layers 5 _10 15 Gray SHALE 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 23 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/15/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J o J y a oW oz ao o .S c o p�� (n ') W x� o� o a Z J o T Ha a- X 23 6 59/ 6" 6 35 18 17 4.0 X " 2 100/ 5" 1. 100/ 0.5" 16.0 100/ 20.0 3.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/15/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 24 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/15/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C O J o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 7 35 18 17 2.0 83/ 6" 50/ 5.5" 12" 12.0 100/ 15.0 , 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/15/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 _20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 25 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/15/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C J O o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5 14 2.0 57 73 X 32 X 50/ " 2 12" 100/ 20.0 L 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 26 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C J O -o J y a oW oz ao o .S c o p�� (n ') W x� o� o a Z J o T Ha a- X 23 12 2.0 X 43 100/ 3.5" X 7" 6 100/ 2.5" 12.0 100/ 15.0 JL 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 27 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5 8 35 16 19 2.0 59 100/ 3.5" 12.0 100/ 1.5" 100/ 2.5" 100/ 20.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 28 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X 43 5 2.0 12" 12" 12.0 100/ 15.0 JL 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 29 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 Gray SHALE _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t o E _ E x > N� `o 3 Y C) 6L N w C J J o a >C1 ow 00 oz �E E o oar .S c 1E m� o o 0— O U o 5 in y .5 3 CU CD 0 ao a) Ha Z o- X24 8 45 20 25 100/ 6.5" 100/ 2.5" 100/ 3" 16.0 100/ 20.0 k 4„ ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 30 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C J O -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 8 2.0 83/ 4" 5" 6 5" 4 100/ 4.5" 12.0 100/ 15.0 JL 3 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 31 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t o E _ E x > N� `o 3 Y C) 6L N w o C J J o y a >C1 ow 00 oz �E E ao o oar .S c 1E a) m� o 0— O o U 5 in .5 3 CD 0 Z Ha o- X 21 9 100/ 5" 1. 100/ 16.0 100/ 20.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan CLAY with calcareous deposits and limestone fragments j _5 Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 32 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C O J -o J y a oW oz ao o .S c o p�� (n ') W x� o� o a Z J o T Ha a- X 7 13 X43 4 3.0 50/ 3" 12 44 20 24 6.0 6 100/ 1" 100/ 15.0 L 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments X Tan CLAY with limestone fragments _5 Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 33 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� >C1 3 00 Y E �E 6L N oar m� w o C O J -o J y a oW oz ao o .S c o p�� (n ') W x� o� o a Z J o T Ha a- X 8 13 X20 9 48 19 29 4.0 X 28 6 100/ 0.5" 100/ 16.0 100/ 20.0 L 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 34 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray SHALE 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t o E _ E x > N� `o 3 Y C) 6L N w C J J o y a > ow �' o oz f E o �' a� .S c 1E m o o 0— O U o 5 in .5 3 CU CD 0 ao a) Ha Z o- X49 10 31 16 15 2.0 100/ 4.5" 12" 12.0 100/ 15.0 k 1 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 35 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 _10_ Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CD 0 Z Ha o- 4.5+ 17 65 21 44 2.0 4.5+ 6 50 18 32 3.0 12.0 100/ 5" 1. 100/ 1" 100/ 0.5" 100/ 20.0 , 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 36 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C O J -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 9 59 19 40 2.0 38 1 1.5" 12" 12" 12.0 100/ 15.0 , 0.51, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 37 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan CLAY with limestone fragments _5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X 32 9 3.0 X 20 6.0 6 100/ 3.5" 12.0 12" 100/ 1" 1.1 20.0 L 100/ 12 36 14 22 ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/15/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 38 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/15/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C J O o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 3 X 50/ 4 1.0 4„ 100/ 6 100/ 1" 12.0 100/ 15.0 JL 1.51, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 39 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10_ Gray LIMESTONE with shale seams _15_ 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 170 / 24 o.S d E a) t D E _ E x > N� 0C1 `o U N w C J J o a o W 0o o z 0E o tea) .S c me o � p� � o o y CU a° Ha Z o- 4.5+ 10 1.0 X 25 100/ 3.5" 100/ 0.5" 12.0 100/ 2.5" 100/ 3.5" 1.1 20.0 L 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Crvstal Lake Development, LLC Project: Marine Creek, Section 1 Start Date: 12/16/2021 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 40 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Location: Fort Worth, Texas 7 Surface Elevation: 12/16/2021 West: GER North: Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o U .!_. o E E o N� > 3 �' o Y E f 6L N �' a� m w o C O J -o J y a oW oz ao o .S c o p�� (n x� o� o a Z J o T Ha a- 4.5+ 13 71 23 48 2.0 10 12" 12" 12" 12.0 100/ 15.0 , 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 41 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT 2.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CD 0 Z Ha o- X 26 4 100/ 1" 100/ 2.5" 100/ 1" 16.0 1.1 20.0 L 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 42 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 Gray LIMESTONE with shale seams 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X 66/ 6" 11 45 23 22 2.0 100/ 6.5" 13" 12.0 100/ 15.0 JL 1.51, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 43 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crystal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers _10— _15_ 20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 12.0 Hammer Drop (lbs / in): 170 / 24 > o.S `o d E U a) t D E _ x E o N� 0C1 0o 0E tea) N me w � C J o o J y a CU o W o z a° o .S c o p� � Ha Z o- X 59 X 50/ " 2 100/ 4.5" 100/ 3" 100/ 20.0 , 1.5" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 44 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/15/2021 End Date: 12/15/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers _5 10 15 TEST BORING TERMINATED AT 15 FT 20 2.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a) t _ x `o U D E E o >� No waa oC JoN J� y o W °o .Soza p CU Z Ha o- X 38 3 100/ 2.5" 100/ 4.5" 100/ 15.0 , 2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 45 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with calcareous deposits and limestone fragments j j _5 Tan LIMESTONE with clay seams and layers _10 _15 20_ TEST BORING TERMINATED AT 20 FT 6.0 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X 16 55 100/ 1" 100/ 3.5" 6 100 1.5" 100/ 20.0 , 0.5" 6 40 16 24 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 46 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213475 www.alphatesting.com Crvstal Lake Development, LLC Location: Fort Worth, Texas Marine Creek, Section 17 Surface Elevation: 12/16/2021 End Date: 12/16/2021 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments _5 j Tan LIMESTONE with clay seams and layers _10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (lbs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c 1E a) o 0— U 5 in .5 3 CU CD 0 Z Ha o- X20 8 40 17 23 26 6.0 15.0 L 1 10ll 0/ im A L P H A #NtTESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsfl (SM), SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 IN(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 19 LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) ® SHALE / MARL LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o (GP), Poorly Graded GRAVEL VERY HIGH OVER 35 (GW), Well Graded GRAVEL ® (GC), CLAYEY GRAVEL RELATIVE PROPORTIONS (%) W (GM), SILTY GRAVEL m(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 1mm S 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 ❑SILT ROCK CORE (2" ID except where 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Marine Creek Ranch 17 105363 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 9/9/2022 03 3000 Mix Design American Concrete Company, 9/9/2022 03 3000 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 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Bunco Texas 4/1/2024 03 30 00 .is Design Bunco Texas 4/1/2024 03 30 00 Mix Design Bronco Texas 4/1/2024 03 3000 Mix Design Bunco Texas 4/l/2024 03 30 00 mix Design Bunco Texas 4/l/2024 03 30 00 Mix Design Bpmco Texas 4/l/2023 0334 16 Mix Design Bronco Texas 9/92022 03 30 00 Mix Design Carder Concrete 9/92022 03 30 00 Mix Design Carder Concrete 9/92022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Cruder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Dow Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 03 30 00 Mix Design Chishohn Trail Redi Mu 9/9/2022 03 30 00 Mix Design City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps O1JAF382 1000 psi Concrete Base Material for Trench Repair 40CNF065 4000 psi Concrete for Manholes & Utility Structures 45CAF076 4500 psi Concrete for Hand Placed Paying D10000001737 4500 psi Concrete for Hand Placed Paying D10000001791 4500 psi Concrete for Hand Placed Paying D10000001793 4500 psi Concrete for Hand Placed Paying D10000001 t03 4500 psi Concrete for Hand Placed Paying DIOOO0002 t07 4500 psi Concrete for Hand Placed Paying D10000001273 4500 psi Concrete for Hand Placed Paying D10000001617 3600 psi Concrete for Machine Placed Paving D10000008381 4500 psi Concrete for BES Paving D10000009857 50 psi Flowable Fill - CLSM D1O000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Chapel Liners, Sidewalks, Driveways, Curb & Gutter D1O000010435 3000 psi Concrete for Sidewalks, Curbs D10000015655 3000 psi Concrete an Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps D1000001615 3600 psi Concrete an Inlets, Boxes, Encasement, Blocking D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001685 4000 psi Concrete for Valve Pads DIOO00005751 750 Psi Concrete Base for Trench Repair DIOOO0001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grouting 14500AE 4500 psi Concrete for High Early Strength Paving CM14520AE 4500 psi Concrete for Hand Placed Paving 452065-1 4500 psi hand placed paving 450065-1 4500 psi hand placed paving 45U500BG 4500 psi Concrete Mix for Hand Placed Paying, Storm Structures 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 30U1O1AG 3000 psi Concrete Mix for Flatwork 30U500BG 3000 psi Concrete Mix for Blacking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 40U500BG 4000 psi Concrete Mix fm Storm Drain Structures, Driveways, Screen Walls, Collars 36U500BG 3600 psi Concrete Mu fin Llghti9 and Traffic Signal Fomdations 0BY450BA 800 psi Concrete Mix for Base fm�rench Repair DlY690BF 100 psi Concrete Mix for Flowable Fill 36U502BG / 5.74 Sacks / 3,600 fsi Concrete Mu for Lighting & Traffic Signal Foundations 35U500BG 3500psi Concrete Mu f Crosswalks 30U500BG 3000psi Concrete Mu f Sidewalks 09Y450BA Grout OIY690BF 100 ��jj i Concrete Mix to' Flowable Fill lIU120AG 450ilpsi Concret Mix for 1lg�Early Strength 3000psina, 3 days IOYH50BF 1000 psi Concrete Base Material f Trench Repair FWCC602021 4500 psi concrete fin Hand Placed Paving FWCC552091 3600 psi fr Machine Placed Paving FWCC602091 3600 psi far Machine Placed Paving FWCC359101 Flowable Fill - CLSM FWFF237501 Flowable Fill - CLSM FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches FWCC502021 3500 psi concrete fin Sidewalks, Driveways, Ramps, Crib & Gutter FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 4142 3600 psi Concrete an Curb Inlets, Junction Boxes 4518 4000 psi Concrete for Headwalls, Wingwals 5167 3600 psi Concrete Mix for Machine Placed Paving 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 4502 3000 psi Concrete Mix f Sidewalks 3759 3000 psi Concrete Mix f Sidewalks 1502 150 phi Cwcrete f Flowable Fill-CLSM 1518 150 Psi Concrete for Flowable Fill-CLSM 5642 4000 psi Concrete fin Storm Drain Structures 6595 5000 psi Concrete Mix for Early Strength Paving 6589 4500 1 Concrete Mix for arly Strength Paving C13020AE �i000 prsi Concrete for Driveways, Curb & Gutter 11-350-FF 50-15 psi Concrete for Flowable Fill-CLSM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cooerefe(Connnued) 9/9/2022 03 3000 Mix Design City Concrete Company 30HA251I 3000 psi Concrete for Rip -Rap 9/9/2022 03 3000 Mix Design City Concrete Company 30HA201I 3000 psi Concrete Mix for Blacking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25➢ 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG251[ 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA201I4500 pat Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAOOI13600 psi Concrete Mix for Machine Placed Paying 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix De iga City Concrete Company CLNG2511 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix D.um City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaOsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 0334 13 Mix D-go Cow Town Reda Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Reda Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Ma Deama Cow Town Reda Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Reda Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 330-58 750 psi Concrete Base Material for Trench Reparr 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaning Walls 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 370-lNC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redr Mrx 255-2 3000 psi Concrete Mix for (Nets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 257 3600 psi Concrete max for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Reda Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Reda Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 3413 13 Mix Design Cow Town Reda Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Reda Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 255 3500 psi Concrete Mix for Flotwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Reda Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs-TXDOT Class S-No Fly Ash 9/9/2022 03 30 00 Mix Design Cow Town Redr Mix 357 3600 psi Concrete Mix for Valley Gutters 5/l/2024 03 30 00 Mix Design Cow Town Redr Mix 360-2DS 3600psi Concrete Mix for TXDOT Class C Drilled Shafts 6/21/2023 03 30 00 Mix Design Cow Town Redr Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redr Mix 380-NC 4500 psi Concrete for HES Paying 1/29/2024 34 13 13 Mix Design Estrada Ready Mix 4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi @ 3-day) Concrete for HES Paying 1/29/2024 03 30 00 Mix Design Estrada Ready Mix R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, and Manholes 1/29/2024 03 30 00 Mix Design Estrada Ready Mix R3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Headwalls, Wingwalls, and Culverts 1/29/2024 03 30 00 Mix Design Estrada Ready Mix R4060AEWR / 6.00 Sacks / 4,000 psi CQQperete for B gQQ Slabs, Top Slabs, and Approach Slabs 2/6/2024 32 13 13 mix Design Estrada Ready Mix ac6 TD3655AEWR / 5.50 Sacks / 3,600 psi i, ner( for me Placed Paving 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4560AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving 2/21/2024 03 30 00 Mix Design Estrada Ready Mix R36575AEWR / 5.76 Sacks / 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Dram Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paying 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design higram Concrete & Aggregates 2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design higram Concrete & Aggregates 16IPS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cooere4e(Con inued) 4/7/2023 03 3000 mix Design Ingram Concrete & Aggregates 1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Ina 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcrm - SOR, Ina 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Ina 1701 4000 psi Concrete Mix for Storm Dram Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Design Holcrm - SOR, hie. 3741 100 psi concrete for flowable fill/CSLM 9/9/2022 04 30 00 Mix Design Holcrm - SOR, hie. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcrm - SOR, hie. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcrm - SOR, hie. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcrm - SOR, hie. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/2/2024 3 30 00 Mix Design Holcrm - SOR, Inc. 5940 3600psi Concrete for Machine Placement 9/9/2022 03 30 00 Mix Design Holcrm - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/2/2024 03 30 00 MixDesign Holcrm - SOR, Inc. 5940-1 4000psi Concrete f Hand Placement 9/9/2022 03 30 00 Mix Design Holcrm - SOR, hie. 1551 3000 psi Concrete Mix for Blocking 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Remaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 30 00 Mix Design Liquid Stone C45IDHR-A 4500psr Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blacking & Encasement 9/9/2022 03 30 00 Mix Design Martin Manetta FLOW25A 50 psi Concrete for Flowable Fi1VCLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Manetta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141N27 4,000 psi Concrete for Machine Placed paving 11/2/2022 3213 13 Mix Design Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 3213 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Wets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Wets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R214IN24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R214IK24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drum Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/1/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Matra Marietta R2161K70 6,000 psi (3,000 psi (o, 24 his.) for HIS Paving 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Ma Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete f Ripmp CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cooerete(Con inued) 5/3/2023 03 3000 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for location Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paying 8/30/2023 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paying 11/20/2023 03 30 00 Mix Design Martin Marietta R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes 11/20/2023 03 30 00 Mix Design Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix far CIP Sewer Manholes. 12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving 12/22/2023 32 13 13 MixDesign Martin Marietta R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix f Hand Placed Paying 9/9/2022 32 13 20 Mix Design NCS Reds Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalk 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix I Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix f Curb Inlets 9/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sack / 4,000 psi Concrete for Collins, Manholes, Box Culverts 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sack / 3,600 psi Concrete for Machine Placed Paying 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sack / 3,600 psi Concrete for Machine Placed Pavmg 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sack / 4,500 psi Concrete for Hand Placed Paying 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sack / 4,500 psi Cornm a for Hand Placed Paving 10/4/2023 0334 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Plowable 4/15/2024 03 3000 Mix Design NBR Ready Mix TX S-NY / 5.50 Sack / 4000psi Concrete Mix for Class S Slab Paying - No Fly Ash 4/15/2024 03 30 00 Mix Design NBR Ready Mix TX S-YY / 4.50 Sacks / 4000psi Concrete Mix for Class S Slab Paying 10/4/2023 32 1320 Mix Design NBR Ready Mix TX E-NY / 470 Sack / 3000psi Concrete for Sidewalks, Thrust, Curbs, CIP 4/15/2024 03 30 00 Mix Design NBR Ready Mix F0020022 / 2.5 Sack / 150pst Concrete for Flow Fill 7/10/2023 03 30 00 Mix Desgg Osbum 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalk 7/10/2023 32 13 13 Mix Design Osburn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paying 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320ABP 4500 psi Concrete for Hand Placed Paying 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix far Curb & Gutter 9/9/2022 03 34 13 Mix Design Redi-Mix FOC10021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix l OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix l OJ11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OL11504 / 6.00 Sack / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 9/9/2022 03 30 00 Mix Design Redi-Mix IOL11524 / 6.00 Sack / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix IRJ11524 3500 psi Concrete Mix for Thrust Block, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix IOL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast-m-Place Storm Drum Structures 9/9/2022 03 30 00 Mix Design Redi-Mix IOL115E4 3600 psi Concrete Mix for Bridge substitictures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 0334 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix FOD138 VM 100 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Redi-Mix I OR 1554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix f Trench Repair Base Material 9/9/2022 03 3000 Mix Design Redi-Mix 1 OKI 1524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OKI 1507 4500 psi (2600 psi to, 24 his.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OKI 1504 5000 psi (3600 psi to, 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1OMI 15D4 4500 psi Concrete Mix for Hand Placed Paying, Storm Dram Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11524 4500 psi Concrete Mix for Hand Placed Paying 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM11504 4500 psi Concrete Mix for Hand Placed Paying 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Smartmes 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix IOKI 15C4 3500 psi Concrete for Thrust Block, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for COP Storm Dram Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1 OL115C4 3600 psi Concrete for Manhole, htlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80LI 15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 30 00 Mix Design Redi-Mix ION115136 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalk and Ramps, Curb & Gutter 9/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete far Headwalls, Retaining Wall, Collars 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete f Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Cr—a'(Con inued) 9/9/2022 03 3000 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paying 9/9/2022 03 3000 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paying 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 pat Concrete for Hand Placed Paying 4/l/2024 03 30 00 Mix Design SRM Concrete 906 400psi Concrete for Flowable Fill 4/l/2024 03 30 00 Mix Design SRM Concrete 904 150pat Concrete for CLSM Trench Repair 4/l/2024 03 30 00 Mix Design SRM Concrete 910 150pst Concrete for CLSM 4/l/2024 03 30 00 Mix Design SRM Concrete 45050 4500psi Concrete 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdudge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60ABP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020ABP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AEP 4500 psi Concrete Mix for Hand Placed Paying 9/9/2022 03 30 00 MixDesign Tarrant Concrete FW7520AMR 4500 (3000 psi 3-days) psi Concrete HES Paying 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi (07, 3-days) psi HES Paying 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 0334 13 Mix Design Tarrant Concrete l WFF150CLSM 50-150 psi plowable Fill - CLSM 9/9/2022 0334 13 Mix Design Tarrant Concrete FWFF275 50-150 psi plowable Fdl - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Stotm Dram Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paying 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Conner Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paying 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paying 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redt Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 11/30/2023 32 13 13 Mix Design Wildcatter Redi-Ma 3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving 11/20/2023 32 13 13 Mix Design Wildcatter Redi-Ma 4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving 11/20/2023 03 30 00 Mix Design Wildcatter Redi-Ma 3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for and Inlets 4/l/2024 033000 Mix Design Wildcatter Redi-Mix QSi{d(ewaplkks e Mix to F 517 Sacks 11/30/2023 03 30 00 Mix Design Wildcatter Redt-Ma 4020AI / 6.00 Sacks / 4,000 psi Concrret Mix for 3�idewalks anri (ir)ets 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations A4Qp�lt Pavi`E 9/9/2022 32 12 16 Ma Design Austin Asphalt FT5D137965 PG64-22 Two D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt DA513135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FTIBI39965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 5/l/2024 32 12 16 Mix Design Reynolds Asphalt 340-DG-B PG64-22 Type B Base Course 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 11/20/2023 32 12 16 Mix Design Reynolds Asphalt 21OLD PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Surmount Paying 341DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 12 16 Mix Design Surmount Paying 340DV6422 PG64-22 Type D Time Surface 12/5/2022 33 12 16 Mix Design Surmount Paying 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Paying 34 1 -BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Time Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Time Base 9/9/2022 3212 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Time Surf 9/9/2022 32 12 16 MrxDesign TXBIT 29-222475-19 PG64-22 Type D Fme Surf 9/9/2022 32 12 16 Mix Design TXB1T 1-222475-20 PG64-22 Type D Fme Surf 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fme Surf 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fme Surf 4/1/2024 lit 12 16 Mix Design YkBIT 344 MAC-SP-D 70-22YR SAC A-R Type D Fine Surface Detectable W��q� Surface 9/9/2022 321320 DWS-Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 321320 DWS-Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 321320 DWS-Composite Engineered Plastics, Inc.(Williamsville, Armor Tile 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 321320 DWS-Pavers ADA Solutions( Wilmington, MA) Detectable Warning Pavers CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, SiIrene Joint Sealant FTM D1193 9/9/2022 32 13 73 joint Sealant Tremco go -Cold Applied, Single Component, Silicone Joint Sealant TMD5893 9/9/2022 32 1373 joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant TMD5893 9/9/2022 32 13 73 Joint Sealant Crafco RoadBaver SilicweCold Applied, Single Component, Silicone Joint Sealant TM D5893 Utili�% Trench Embedment Sand 9/9/2022 133 US 10 1 Embedment Sand Silver CreekMatedals Utility Embedment Sand ASTM C33 9/9/2022 13305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 13305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 OS 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Ti. Top Martin Mariana Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Staodard (Round) 33-05-13 9/28/2018 33 05 13 Manhole Frames "rd Covers AccuCast (Gowvl Steel Comp.W, LTD) MHRC #220605 (Size **24" Dia) ASTM A48 AASHTO M306 912.018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASBTO M306 9/28/2018 33 05 13 Manhole Fames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dia.) ASTM A48 AASBTO M306 9/28/2018 3305 13 Manhole Fame Neenah Foundry NF-1930-30 (Size - 32.25" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32"Dia.) ASTM A48 AASBTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries++ 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 10/8/2020 33 05 l3 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32 25"Dia.) ASTM A536 AASBTO M306 **Noh: Agnew development and new insmQatisn mankole Qds slier) meee We minimum Jd-inch opening requireinene err speehed in Ctiry Spxifrrodon 33 05I3. Any swalier opening sizes wtll only be dbwed far eaisdng manhaks ehae require repWremenl flames and rovers Storm Sewer - later & Structures 33-05-13 10/8/2020 33 49 20 Curb Wets Funnier FRT-I00405-PRECAST** (Size - 10' X 3) ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-IOx3-406-PRECAST** (Size - BYX 39 ASTM C913 10/8/2020 334920 Curb latets Fun= FRT-IOx4.5407-PRECAST**(Size-BYX 4.5" ASTM C913 10/8/2020 334920 Curb Inlets Fonenra FRT-IOx4.S-02`nn0{pp-P��RE`�pp,sCG`GASTTTPQ**pye(Size-10'X 4.5) AS C913 10/8/2020 333920 Manhole Fortenra FRT-4X4-0�-PRESASj-BASESiSize44'X41 ASTM C913 10/8/2020 333920 Manhole Fortenra FRT-SX5.419- ps TP (Size-5'X 5) ASTM C913 10/8/2020 333920 Manhole Forte— FRT-SX5-410-� A-BA��(Size-5'X5) ASTM C913 10/8/2020 333920 Manhole Forocron FRT-6X6-411-PRECAST-TOP(Sin -6'X 69 ASTM C913 10/8/2020 333920 Manhole Fortema FRT-6X6.4 -PRECAST-BASH (Size - 6' X 6) ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG10X3405-PRECAST INLET** (Size - 10' X 3� ASTM 6l5 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG l5X3405-PRECAST INLET** (Size - 1T X 31 ASTM 6l5 3/19Y22021 33 49 20 Curb Inlets Thompsw Pipe Group TPG20X3405-PRECAST INLET** (Size - 20' X 71 ASTM 6l5 3/19Y102 L 33 39 20 Manhole Thompson Pipe Group TPG4X4409-PRECAST TOP (Size - 4' X 41 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4409-PRECAST BASE (Size - 4' X 49 ASTM 6l5 3/19/2021 333920 Manhole Thompson Pipe Group TPG4X4412-PRECAST 4-FT RISER (Size -TX41 ASTM 6l5 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG5X5410-PRECAST TOP (Size - T X 5) ASTM 6l5 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG5X5410-PRECAST BASE (Size - 5' X 59 ASTM 6l5 3/19/2021 33333910 Manhole Thompson Pipe Group TPG5X5412-PRECAST 5-FT RISER (Size - 5' X 59 ASTM 6l5 3/19/2021 39 20 Man hole Thompson Pipe Group TPG6X641 t-PRECAST TOP (Size - 6' X 61 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG6X6.4 l-PRECAST BASE (Size - 6' X 6� AS 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6412-PRECAST 6-PT RISER (Size - 6' X 61 AS 615 3/19/2021 333920 Manhole Thompson Pipe Group TPG-7X7-01l-PRECAST TOP (Size - TX 73 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X74I I -PRECAST BASE (Size - TX 71 AS 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7412-PRECAST 4-FT RISER (Size - T X 71 ABTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-011-PRECABT TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X1411-PRECAST BASE (Size - 8' X" AS 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-012-PRECABT 5-FT RISER (Size - 8' X 81 ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG4X4408-PRECABT INLET (Size - 4' X 4� ABTM 615 3/19/2021 334920 Drop Inlet Thompson Pipe Group TPG-SX5408-PRECABT INLET (Size - 5' X 5� ABTM 615 3/19/2021 33 49 20 DroQQ Inlet Thump son Pipe Group TPG-6X6408-PRECAST INLET (Size - 6' X 61 AS 615 8/28/2023 33 49 10 Manhole Oldeastle Precast 4' x 4' Stacked Manhole (Size - 4' X 49 ASTM C478 8/28/2023 33 49 10 Manhole Oldenad Precast 5' x 8' Storm Junction Box (Size - 5' X 8� ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Stovn Junction Box (Size - 4' X 4lj ASTM C478 1/18/2023 33 49 l0 Manhole Oldcaad Precast 5' x 5' Stovn Junction Box (Size - 5' X 5� ASTM C478 8/28/2023 33 49 l0 Manhole Oldcmtle Precast 6' x 6' Stovn Junction Box (Size - 6' X 611 ASTM C478 8/28/2023 33 49 l0 Manhole Oldeastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8) ASTM C478 8/28/2023 33 49 l0 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8� ASTM C4478 8/28/2023 3349 l0 Manhole Rinker Materials Reinforoed 48" Diameter Spread Footing Manhole (Size - 4' X 4) ASTM CA33 8/28/2023 33 39 20 Curb Inlet 10'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 333920 Curb Inlet 20'. 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmadTex Pipe &Products Drop hilt: (4' X 43 ASTM C913 1/12/2024 33 49 20 Drop later AmeriTex Pipe &Products Dropla (5' X 51 AsC913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4k4' Storm junction Box ASTM C913 1/19/2024 334920 Manhole AmeriTex Pipe &Products Precast 5k5' Storm Join= Be. ASTM C913 1/19/2024 33492 20 Manhole AmeriTex Pipe &Products 5' Precast Tansition MH (4' MH on the top of 5' JB) ASTM C913 1/19/2024 334920 Manhole AmeriTex Pipe &Products Precast 6k6' Storm knetion Be, ASTM C913 1/19/2124 3334992 0 Manhole AmeriTex Pipe &Products 6' Precast Tansitiou MH (4' MH on the top of 6' JB) AsC913 1/19/2024 3420 Manhole AmeriTex Pipe &Pmducte Precast 8k8' Stomr Junction Box ASTM C913 1/19/2024 3 49 20 334920 Manhole Ano-Tex Pipe &Products 8' Precast Tansition MH (4' MH on the top of 8' JB) ASTM C913 1/19/2024 **Nor,: Pee-casf 33 49 20 Manhole —m Tex Pipe &Products TYve C Storm Drain Manhole 0. Be. (4' MH on the tot` f RCBI at" see appoved for the �g, l portion afM, snuef ffi@ ' l only. Sorge l[pordon fine snurlure are r,,ocd ro b case i &ce Na ercepti— IN, requvemenf shill be aQowed ASTM C913 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 §corm Sewer -pipes & Boxes 33-05-13 I 4/9/2021 33 41 13 Storm Drain Pipes Advansed Drainage System, 0x (ADS) ADS BP Storm Polvpmmlene (PP) Pipe (Size - 12" - 60") ASTM P2881 & AASH M330 I 8/28/2023 3349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 I 8/28/2023 3349 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 I 10/12/2023 3341 10 Storm Drain Pipes AmmTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe- (Size - 15" or larger) ASTM C76, C506 I 10/12/2023 3441 10 Culvert Box AmmTex Pipe &Products Reinforced Concrete Box Culvert (size - Various)) ASTM C1433,C1577 I 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concete Pipe Tongue and Groove Joint Pipe- (Size - 15"or larger) ASTM C76, C506 I 10/18/2023 364110 Calvert Box The Turner Co. Reinforced Concrete Box Culvert, (sin -Various) ASTM C 1433,C1577 I CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM 132240/13412/13792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13105 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowthe ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area Water &Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 IManhole Frames and Covers I Westem Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) " 3305 13 Manhole Frames and Covers Westem Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley It. Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO MI 05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lock .111111 33 OS 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 3305 13 Manhole Frames and Covers Pont-A-Mousson Pamoight 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley 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)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete ( tev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Condurt Corp SPL Item #49 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" Manhole, Opening an at top, 09/0324 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. Transition Cones ASTM C 478 48" to 84" LD. 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 1 09/06/19 33 3920 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 Fortcrra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pie and Precast Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 61" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardsep 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 I Wastewater Access Chamber I Onicksoream Solutions, Inc. Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious * E1-14 Manhole Rehab Systems Ouadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. E1-14 Manhole Rehab Systems AP/M Pe —mom 4/20/01 E1-14 Manhole Rehab System Strong Company 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System 08/30/06 General Concrete Repair FlexKrete Technologies Type 8 Maintenace Shaft (P000it) Relmer MSP Strong Seal MS2A Rehab System MH repair product to stop infiltration ASTM D5813 Vinyl Polyester Reparr Product For use when Sod. MH cannot be installed due to depth Misc. Use * From Original Standard Products List 1 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 (Approval Spec No. IClasssification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sprayrou, Spray Wall Polyurethane Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 I Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 33 OS 16, 33 39 10, RR&C Dampproofing Non-Fibered Spray For Exterior Coating of Concrete 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Grade (Asphatic Emulsion) Structures Only Water & Sewer - Manhole Inserts - Field Onerations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. * 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert Nofiow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestem Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pine Casine 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) FB-12 Casing Spacer (Coated Carbon Steel) 03/19/18 Casing Spacers BWM for Non_rressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Per Manuf Manufacturers Requirements (Sewer 09/03/24 33 OS 13 Casing Spacers Raci (Completely HDPE) 8" - 12" (Sewer Only) Water & Sewer - Pines/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, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 * 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. AW WA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coating [s/EDo%v 33-39-60 (01/08/13) 02/25/02 Eooxy Lining System Sauereisen, Inc SewerGard 21 ORS LA County 9210-1.33 12/14/01 Eooxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIBB, Sl, S2 Acid Resistance Test 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer - Coatinas/Polvurethane 3" thin 24" 4" thin 30" 4" thin 30" Ductile Iron Pipe Only Sewer Applications Sewer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 1 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pioes/Concrete * E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hanson Concrete Products -hele, #98 Pipe ASTM C 76 * EI-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. hic. ASTM C 76 Sewer - Pine Enlar¢ment Svstem (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscam Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer - PiDe/Fiber0ass Reinforced/ 33-31-13(1/8/13) 7/21/97 3331 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non -Pressure) ASTM D3262/1)3754 03/22/10 3331 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polvmer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 ASTM D3262, ASTM D3681, 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fili—trong FRP ASTM D4161, AW WA M45 ASTM D3262, ASTM D3517, 09/03/24 3331 13 Fiberglass Pipe (FREI Superlit Bern,Sanayi A.S. Superlit FRP ASTM 3754, AW WA C950 * From Original Standard Products List 2 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 IApprovall Spec No. [Classsification I Manufacturer I Model No. I National Spec I Size Sewer - Piue/Polvmer Pioe 4/14/05 Polymer Modutied Concrete Pro, —'to- USA Meyer Polycrete Pipe ASTM C33, A276, -11 8" to I Q'l Class V 06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pioe Reinforced Polymer Concrete Pioe ASTM C-76 Sewer - Piues/HDPE 33-31-23(1/8/13), * High -density polyethylene pipe Phillips Dnscopipe, Inc. Ooticme Ductile Polyethylene Pipe ASTM D 1248 8" * H:gh-densny polyethylene pipe Plesco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" High -density polyethylene pipe CSR Hydro Condud/Pioelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - P1Des/PVC (Pressure Sewer) 33-11-12 (4/1/131 12/02/11 33-11-1� DR -Id PVC Pressure Pipe P,pelife Jctstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Budding Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Piues/PVC* 33-31-20 (7/1/13), * 33-31-20 PVC Sewer Pioe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PSI 15) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PSI 15) ASTM D 3034 4" thru 15" * 33-31-20 PVC Sewer Pipe Lamson Won Pipe SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PSI 15) ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer P' 1-M Manufacturin\v�Co, Ina (1M Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Finings ASTM D-3034, D-1784, etc 4" - 11" * 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Finings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pioelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer PTe Pioelife Jet Stream SDR 26 ASTM D3034 4"- 15" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 1 333120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"-36" * From Original Standard Products List FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 08/28/02 Double Strap Saddle Smith Blau 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61 OMT 3/4" and 1" 1.1.7 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M W? and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 5/25/2.1. 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., hic. L22-77NL AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB600-4-NL, FB1600-4-NL, B11-444-WR- 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., hic. NL, B22444-WR-NL, L28-44NL AWWA C800 I, B-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 5/25/2.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSE 61, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2 B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5121/12 33-12-25 Tapping Sleeve (Coated Steep JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steep JCM Industries, hic. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steep Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steep Ram. SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steep Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DEW Plastics Inc. DFW37C-12-1 EPAF FTW Plastic Meter Box w/Composite Lid DEW Plastics Inc. DFW39C-12-1 EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DEW Plastics Inc. DFW65C-14-IEPAF FFW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/13) * E I-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2" 1" & 2" * E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 -9/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company ntur A423 Ceion AW WA C-502 Shop Drawing FH-12 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Water- Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Piues/PVC (Pressure Water) 33-31-70 (01/08/13) AWWA C900, AWWA C605, 1.113 33-11-12 PVC Pressure Pipe Vinylo ch PVC Pipe DR14 ASTM D1784 4"-16" AWWA C900, AWWA C605, 12/05/23 33-I1-12 PVC Pressure Pie Vin (tech PVC Pie DR18 ASTM D1784 16"-18" AWWA C900, AWWA C605, 09/03/24 33-I1-12 PVC Pressure Pie Northern Pie Products DR14 ASTM D17M 4"-16" AW WA C900, AW WA C605, 09/03/24 33-1142 PVC Pressure Pipe Northern Pipe Products DR18 ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 1 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 1 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 AWWA C900-16 UL 1285 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 ANSI/NSF 61 16"-24" FM 1612 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - PinesNalves & Fittinas/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & Cl to * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AW WA C 153, C 110, C III 08/11/98 EI-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 EI-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box CoXiii-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" 05/14/98 EI-24 PVC Joint Restraints Ford Meter Box Co.fUni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" 124" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA C111/CI16/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AW WA C111/CI16/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AW WA CI I I/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLCIo AW WA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One -Lk SLUE AW WA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-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 ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 WII-18 33-1141 Mechanical Joint Retamor Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4 -12 EZ Grip Joint Restraint (EZD) Red for C900 .111-18 33-1141 Mechanical Joint Retaner Glands SIP Industries(Serampore) DR18 PVC Pipe ASTM A536 AW WA C111 16"-24" * From Original Standard Products List 5 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 9-3-24 Approval Spec No. [Classsification Manufacturer Water PiDes & Fittings/Resilient Seated Gate 33-12-20 (05/13/15) Model No. National Spec Size - alves Resilient Wedged Gate Valve w/no Gears alve* American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AW WA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SO 94-20255) AW WA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AW WA C515 16" I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AW WA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AW WA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve Amen— AVK Company American AVK Resilient Scatted GV AW WA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AW WA C515 16" I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AW WA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AW WA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AW WA C515 30" and 36" (Note 3) 11/30/12 Resilient WedgF Gate Valve Clow Valve Co. Clow Valve Modal 2638 AW WA C515 24" to 48" (Note 3) 05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AW WA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Mcm,scal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ FImMaster Gate Valve & Boxes 08/24/18 Mateo Gate Valve Mateo -Noma 225 MR AW WA/ANSI C115/An21.15 4" to 16" I Water - PiDes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) I I E1-30 Rubber Seated Butter fly Valve Henry Pratt Co. AW WA C-504 24" I E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller I 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C-504 24" and larger I 06/12/03 E1-30 Valmatm American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter I 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated ButterflyValve G. A. Industries Golden Anderson AW WA C504 Butter fly Valve AW WA C-504 09/03/24 33 12 21 Rubber Seated ButterFl Valve American AVK Com an AW WA C504 Butterfl Valve Class 250B AW WA C-504 Water - Polved vlene Encasement 33-11-10 (01/08/13) I 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AW WA C105 8 mil LLD I I 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD I I 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullshong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD I I 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD I I I I Water - SamDline Station I I 09/02/24 1 331250 Water Sampling Station Mueller Water Products, Inc. Model BSS01-36-MUDG2-CSD-NL, Freeze Proof. Hasp for Locking Access Hatch Water - Automatic Flusher HG6-A-IN-2-BRN-LPRR(Portable) 10/21/20 Automated Flushing System Mueller Hydrostuard HG2-A-IN--2-PVC-018-LPLG(Perrnanent) 04/09/21 Automated Flushing System Kupfsde Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List CFW Lighting Approved Products List CFW Product Name Manufacturer I Manufacturer Product Name & Description Residential -Standard MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Type 11 Pole Makers Sales and Marketing, LLC Black DB01373(page 1 of 6)-Shoe Base Pole Type 11, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Black Type 33B Arm Valmont Industries, Inc D1301373(page 4 of 6)-Single Arm Type 33B, Galvanized American Electric Lighting, ATBO-P101-Mvolt-R2-3K- Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD325607 American Electric Lighting, ATBO-P101-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325606 Residential Luminaire American Electric Lighting, ATBO-P101-Mvolt-R2-3K-BK- Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD325609 American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325608 McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 6 of 6)-Wood Pole Arm, Galvanized Arterial -Standard MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Type 18 Pole Makers Sales and Marketing, LLC Black DB01373(page 2 of 6)-Shoe Base Pole Type 18, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black Type 33A Arm Valmont Industries, Inc D1301373(page 3 of 6)-Single Arm Type 33A, Galvanized American Electric Lighting, ATBO-P303-Mvolt-R2-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322792 American Electric Lighting, ATBO-P303-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322794 Arterial Luminaire American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BK- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322793 Acuity Brands Lighting, Inc. American Electric Lighting, ATBO-P303-Mvolt-R4-3K-BK- M P-N L-P7-AO-RFD322795 McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 5 of 6)-Wood Pole Arm, Galvanized Decorative -Pedestrian Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4 Washington 10' Pole Acuity Brands Lighting, Inc. RFD110736 Holophane, CLA14FT J20DMODC03BK RFD325026, AB- Washington 14' Pole Acuity Brands Lighting, Inc. 16-4 SPEC RFD325026 Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7 Washington Luminaire Acuity Brands Lighting, Inc. FRGL RFD338699 Washington Globe Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7 Luminaire Acuity Brands Lighting, Inc. AO RFD-315548 Oleander Type A Pole Acuity Brands Lighting, Inc. Holophane, PDA 12S5L20POBBK-MOD Oleander Type B Pole Acuity Brands Lighting, Inc. Holophane, PDA20S5L20P08BK-MOD Oleander Type B Arm Acuity Brands Lighting, Inc. Holophane, OHC 151N 2A TN BK Holophane, AUCL2 P40 30K AS BK L3 N P7 AO Oleander Luminaire Acuity Brands Lighting, Inc. RFD338741 Berry 12' Pole Acuity Brands Lighting, Inc. Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400 Berry 20' Pole Acuity Brands Lighting, Inc. Holophane, PD20S5J20P11BK RFD338816 Berry Arm Acuity Brands Lighting, Inc. Holophane, VLC 271N 1A TN QSM BK Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7 Berry Luminaire Acuity Brands Lighting, Inc. AO SH Banner Arms Acuity Brands Lighting, Inc. Holophane, BA-241N-2A-CO-S4J-BL-075P-BK System Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651 Cantex Inc. specifi cations and NEMA TC2, Rated for 90°C Cable, Sunlight Resistant, 10' Lengths and 20' lengths Rigid Nonmetallic Schedule 80 Electric Conduit, Meets UL 651 specifications, RUS listed, NEMA TC-2 and Heritage Plastics NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather Conduit Resistant PVC Rigid Schedule 80 Conduit, Conforms to UL 651 Atkore-Heritage Plastics and NEMA TC 2, Sunlight Resistant, Listed for 90°C conductors or cable Schedule 80 PVC Rigid Nonmetallic Conduit, Extra Prime Conduit, Inc Heavy Wall EPC-80, Sunlight resistant, Rated for use with 90°C conductors, Meets UL651 Splice Kit With Connector NSi Industries, LLC Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK Series Copper Wire/Conductor Southwire Encore Wire Encore Wire Service Wire Co Advanced Digital Cable Inc Aluminum Wire -Triplex Priority Wire & Cable, Inc Fuse & Fuse Holder Edison Edison Cooper EATON EATON Connector Thomas & Betts Metered Pedestal 120-240V Electrol Systems, Inc WE Manufacturing & Controls Metered Pedestal 240- Electrol Systems, Inc 480V WE Manufacturing & Controls Ground Box Kearneys Photocell Shorting Caps MacLean Highline Oldcastle Type XHHW-2 copper conductor, 600V TYPE XHHW-2 / RW90, copper conductor, Superslick Elite, 600V/1000V THHN / MTW / THWN-2 Copper conductor, 600V Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT Rated XHHW-2 Low Smoke Halogen Free, Cross -linked Polyethylene Insulated 14 AWG-750 MCM, 600 Volts, 90°C Dry and wet Triplex Overhead Aluminum Conductor General Purpose, Midget Class MEN Fuses, Voltage Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps, Interrupting Rating: 10,000 RMS Amps @ 125V Modular Ferrule Fuse Blocks for Midget Class and CC Fuses In -line fuse holders for Single -Pole 13/32" x 1 1/2" Fuses HEB-AA Bussmann Series, HEB breakaway and non -breakaway in -line fuse holders for UL 13/32" x 1- 1/2"supplemental fuses Bussmann Series, FNM 13/32" x 1-1/2- 250Vac time - delay supplemental fuses Wire Joints for Copper Conductor, Cat No: 54615, 54620, 54625-TB, 54635, 54640, 54630 TY A (120/240) 100(NS)AL(E)PS(U) TY A 120/240 100(NS)AL(E)PS(U) TY A (240/480) 100(NS)AL(E)PS(U) TY A 240/480 100(NS)AL(E)PS(U) Polymer Concrete, PHA132412X0002: TIER 22 (X) 22, 500lbs Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 - TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING NUT Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT- 2x BRASS FLOATING NUT NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N Series Dark To Light, DLL Elite, Electronic Locking, Type Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480 Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U Interim Products Residential Luminaire I TRASTARINC. IDURA-STR25-3K-120-3-GR-SCL DURA-STR10A-3K-120-3-GR-SCL Arterial Luminaire TRASTARINC.