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Contract 58582-PM1
CSC No. 58582-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER IMPROVEMENTS TO SERVE RIDGLEA VILLAGE MULTIFAMILY IPRC Record No. IPRC22-0164 City Project No. 104320 FID No. 30114-0200431-104320-EO7685 File No. U.N.O X File No. 27490 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth NOVEMBER 2022 Prepared by: Kimley)))Horn OFFICIAL SECRETARY FT. WORTH, TX Tx. Registration No. F-928 801 Cherry St. Unit 11, Suite 1300 of w Fort Worth, Texas 76102 ®.�P��'•°•°•°••F:�9s,e� 817.335.6511 ®* ao........................ i Kimley-Horn No. 064446499 .�EFFREY �AN�oN ....o 134895 ss / E i � ``10/26/2022 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pagel of SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 001113 layit tie t Bidd fs- 0n� Last Revised 03 i nn 00-41 AA 00 42 43 0043 13 inst.,,etionst,.Bidders Bid Fefm Proposal Form Unit Price Bid Bond 031� 04024014 05/22/2019 04/02,42014 Ono n� Bidders Pr-eg alifieation' Prequalification Statement 04 /02,Q01s 09/01/2015 0045 12 00 45 26 Contractor Compliance with Workers' Compensation Law Ent,,ipr-ise 04/02/2014 not 00-43-40 00 52 43 Miner-ity Business goal Agreement 8 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 BA 7-A9 0073 10 St*pp emef.ai:y Ge ffd Lien Standard City Conditions of the Construction Contract for Developer min 1,42011 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 013119 0i 3i 20 vr✓-rzv Preconstruction Meeting Pr-ejeetMeetings 08/30/2013 mini 420 i mTVT-rviz 0i 32 33 Pr_e 014S _He4;6ff3,1 ,ae,, Submittals no 30,420 3 vvr✓vrrv�� 08/30/2013 vr✓r�� 01 33 00 0135 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 017000 01 71 23 Construction Staking 0 4,107,L201 s 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents None. CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortwo rthtexas.2ov/tpw/contractors/ or httvs:Happs.fo rtworthtexas.gov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 7ti�n0 Common Work Results for Electrical Tlom 11/22/2013 1:2/7z-nr-20/�2012 26 05 33 el;ti..ff for- Systems Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 312316 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 31 37 00 Gabieiis. Riprap ,7/N/r 201 a 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 32ol iQ rro.,.por-.,..., l i�i F%:u'�t�r7l riS ,�c2}�iF 17i20i2n12 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 12/20/2012 /:2n1 32 i i— 7 32 12 16 Liquid TreatedsoilStabilize Asphalt Paving 09i:21 5 12/20/2012 32 i2:73 �rrrTs As,..1..,4Pa Paving 1r c �� ✓fiS�l..lit9 17QQ Q0/ z 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 14 16 &inl TJR itTk7,4ff g 1 7laolal11 71 � 32 1613 Concrete Curb and Gutters and Valley Gutters 10/05/2016 CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page4 of 32 1723 Pavement Markings 11/22/2013 �a carves-rIW�ithlg �-Irv-�v13 �Q �z 37�T Weed L'enees.,,,..1 G to ,7/7�-z-rao/-20ra/'2017 3232 i 3 Cai in ilk e C ffe fete n etaiffif ,. Walls 06,44,/2204-9 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 3293 43 fees-affi1 Ehrubc. 1242042044 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 3 2�n0 33 04 11 joint Be idin,-o d Ma t..iea isel,.tie C,...FOSiO C r,..,.1 Tort St ti rS , , i z 3304 12 TiT.,gnes:,,m An ede C.,tl.. die Preteetie System 172QO 7l11 �2 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 330512 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring T,,..nof 12/20/2012 32�i 33 05 22 Lifter- Steel Casing Pipe 1=20/:2012 12/20/2012 330523 d Tuatk0i"_ W / z 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 33 1 1 , 2 �� Polyvinyl Chloride (PVC) Pressure Pipe r 1 D s , Bar- 3&apped,-Steet�lifAe-�T-`ype C—ene�ete�es.>�e4' � � 11/16/2018 , 7/�n/�n, 7 �a 33 1 1 rT 1 4 � 331210 BeFiell Steel Pipe an T7;tti,igs Water ServicesI -inch to2-inch , 7/7!1 01 7 �a 02/14/2017 33 1211 33 ii20 Large Water Meters ReSlieftSeated Gale vftlVe 12/20/2012 ,aiNiNIa 33 1221 AWWA Rubber -Seated Butterfly Valves 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 2 2�v Ec"-mbwC.Ia%Jr. Air- 3"a e A sseff i 4es-far B3 M .-- Water- Systems W /N /N Q 33 1240 Fire Hydrants 01/03/2014 33 1250 W-&- ►r SOM. ri.2 StMi8ftS 1 a i z CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page5 of 33 1260 Standard Blow -off Valve Assembly 06/19/2013 31 1 Coed in Race P4 1 � aravri v iz 33 31 13 Fibef:gl , ss D e «f'eFee.1 Pipe for- Gravity C..n tafy Sewers 1 7 /2 z 33 31 15 High Density Polyethylene (14DP r4 Pipe foF C`aflitafy Sewer- 1 � /72z/7201 �2 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary SewerPipe 06/19/2013 33 31 7 1 goritr 1 7 /2ll /2111 7 �T 22�z Lift �z 1 �1 /tea 33 31 23 Sanitary Sewef Slip Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 22�0 !`,,,�.1.;,..,.ti,,,., n;,-�7..1�,e�(1I'ciCB,"i`,,ce..,a..L`,.,.,.eTR.,;,,.� 1a/z 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 333930 Precast Concrete Manholes Fibef:g ..ss TRa L, les 12/20/2012 17/7z-nrN/:201 2 22�n0 33 39 60 Wastew,,te,. ne essCt,affi,ef(A4 r4 Epoxy Liners for Sanitary Sewer Structures 1a/2�-arN/Niz 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 2 2 .,., 11 11 High Density Pa1yed+y eH, L' (HJP.�) Pi�3t�r� ��� __�_�__�__ W /N /N W -2 11 1 ? Z22�0 De;,�. f,.,-,.0.7 U,.l.,otl.la.�.o (cL>�U�l piry 1 11 /1 5 17/7�-2Q 4201z 22�lr �� �O>"I�1 DiR�l� 07/01 / T201 11 22 4602 07/01 /7201 1 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 3441 10 2 n nag Traffic Signals AffachfnepA A C—eatr-eller- Cabinet 10/12/2015 1 7/ 1 Q�� 01n 1 c r 14 41 1 0 W At4aehtnefit B Cmt2�_-.1111,jr Epeeifieatiel3 A S�eEi#�e-Mien 93/3913 0101 34 41 10.03 211 11 1 1 O� tt-�c��e��e€t��ep Temp away T,-effie C';e«. 6 �/� 1� 11 /2rrrai/Ui-3 3441 13 Removing Traffic Signals 12/20/2012 34 41 15 Ree�,,ular Feral F&%.-,mng ea 11 /�� 01 z a21 1 A ^ti 7 L �e��Otrl�'�'4 �� 11/:2 ==*==r212=P� /0r�r�v 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 14 41 U �W F -eew ay T=L'Fy � ��3ijarri�ras 0 6.11G /201 Gc 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix GG-4-91 Nail , b ilit , of Lands GC-4.02 Subsurface and Physical Conditions GE -¢✓I UrAer-gr-etiad F.,eilities GE-4-96 I azatkda s EnN4fontnepAal Gonditio t Site GG 6.06.D n ' GG 6.0,' W3�,N R tas GG 6.0 Pend Ut444R GC-6.21 N GR-01 60 00 Product Requirements END OF SECTION Page 6 of 6 CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised March 20, 2020 DocuSign Envelope ID: 6CO6EA56-OBB9-4BE3-AADB-F9AF5082BD94 00 42 43 DAP-BIDPROPOSAL Page I of I SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM RIDGLEA VILLAGE MULTIFAMILY UNIT PRICE BID CITY PROJECT NO.104320 Project item information Bidder's Application Bidlist item Description Specification Section No. Unit of Bid No. Measure QuantiTy UNIT I: WATER IMPROVEMENTS 1 0241.1108 20" Pressure Plug 0241 14 EA 1 2 3311.0241 8" Water Pipe 33 11 10, 33 11 12 LF 33 3 3312.0107 Connection to Existing 20" Water Main 33 12 25 EA 1 4 3312.3003 8" Gate Valve 33 12 20 EA 1 5 0241.1511 Salvage 3/4" Water Meter 0241 14 EA 13 6 3312.0001 Fire Hydrant 33 12 40 EA 1 7 3305.0109 Trench Safety 33 05 10 LF 33 8 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 0.56 9 0241.1300 Remove Concrete Curb & Gutter 0241 15 LF 65 10 0241.1000 Remove Conc Pavement 0241 15 SY 127.85 11 3213.0102 7" Conc Pavement 33 13 13 SY 127.85 TOTAL UNIT I: WATER IMPROVEMENTS Bid Summary UNIT I: WATER IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: JPI Construction, LLC. 600 E. Las Colinas Blvd. Suite 1800 Irving, TX 75039 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION Bidder's Proposa Unit Price I Bid Value $1,191.00 $ 1,191.001 $99.00 $ 3,267.00 1 $55,569.00 $ 55,569.00 1 $1,396.00 $ 1,396.00 $1,587.00 $ 20,631.00 $4,212.00 $ 4,212.00 $1.00 $ 33.00 $530.36 $ 297.00 $8.00 $ 520.00 $99.00 $ 12,657.151 $198.00 $ 25,314.30 $86,596.001 1 $86,596.001 DocuSigned by: BY: Richard Dt.pt.F( a4VoavticUr`oa4 I. iJ... Vice President - Quxlitp ontro nc :`rea l,onstructiun TITLE: Manager DATE: 11 /6/2022 -working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Verson May 22, 2019 2022-0927_JPJ Ridglea Village MF_B,d Item List DocuSign Envelope ID: A67B64FE-A23E-445F-A401-21 D612C6677C 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvbe" box provide the complete major work type and actual descri_btion as provided by the Water Department for water and sewer and TPW for navin2. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water New Development Open Rumsey Construction 4/30/2025 Cut (all sizes) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: JPI Construction, LLC. BY: Richard Deapen DocuSigned by: 600 E. Las Colinas Blvd STE 1800 Irving, TX 75039 iZ��ti�, (slg 940fO42DEB941D... TITLE: Vice -President Quality Control & Area Construction Manager DATE: 1012 512022 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS RIDGLEA VILLAGE MULTIFAMILY 00 45 12_Prequalification Statement 2015_DAP.docx CITY PROJECT NO. 103851 Form Version September 1, 2015 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 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. 103851. 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: JPI Construction, LLC. Company 600 E. Las Colinas Blvd STE 1800 Address Irving, TX 75010 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: C Please P t ( Signature: V i L e Title: op.��r` (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared -LLC,}J WA , known to me to be the person whose name is subscribed to th foregoing instrument, and acknowledged tome that he/she executed the same as the act and deed of 1 1 C z - prcs o ea -(�- for the purposes and consideration therein expressed and in the capacity therein stated. GIVT,PN UNDER MY HAND AND SEAL OF OFFICE this 62 A day of cJC7��P.r , 20.?a WaAm, AtaPublic in and for the State of Texas 36 37 END OF SECTION RE xpires E3869 CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, Revised April 2, 2014 DocuSign Envelope ID: 32754866-6489-49AD-99AE-96AD9D1C7987 00 52 43 - 1 Develop er Awarded Project Agreement Page 1 of 1 SECTION 00 52 43 2 AGREEMENT 10/25 3 THIS AGREEMENT, authorized on is made by and between the Developer, Rid jzlea 4 Village, LLC.., authorized to do business in Texas ("Developer") , and __JPI Construction, LLC._, 5 authorized to do business in Texas, acting by and through its duly authorized representative, 6 ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: 8 Article 1. WORK 9 Contractor shall complete all Work as specified orindicated in the Contract Documents for the Project 10 identified herein. 11 Article 2. PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part is 13 generally described as follows: 14 WATER IMPROVEMENTS TO SERVE 15 RIDGLEA VILLAGE MULTIFAMILY 16 CITYPROJECTNO. 104321 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 Documents are 20 of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within (30) working days after the date when th e 23 Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions 24 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 will suffer 27 financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus 28 any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of 29 the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the 30 delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered 31 by the Developer if the Work is not completed on time. Accordingly, instead of requiring any 32 such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), 33 Contractor shall pay Developer Zero Dollars ($ 0 ) for each day that 34 expires after the time specified in Paragraph 3.2 for Final Acceptance until the City is sues the 35 Final Letter of Acceptance. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised June 16, 2016 DocuSign Envelope ID: 32754866-6489-49AD-99AE-96AD9D1C7987 00 52 43 - 2 Develop er Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor forperformance of the Work in accordance with the Contract 38 Documents an amount in current funds of Eighty-six thousand five hundred ninety six Dollars 39 ($ 86,596 ). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 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 Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 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 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer Awarded 58 Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment or, if not 61 attached, as incorporated by reference and described in the Table of Contents of the 62 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 Agre ement 67 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 RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised June 16, 2016 DocuSign Envelope ID: 32754866-6489-49AD-99AE-96AD9D1C7987 00 52 43 - 3 Develop er Awarded Project Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 76 the city, its officers, servants and employees, from and against any and all claims arising out 77 of, or alleged to arise out of, the work and services to be performed by the contractor, its 78 officers, agents, employees, subcontractors, licenses or invitees under this contract. This 79 indemnification provision is specifically intended to operate and be effective even if it is 80 alleged or proven that all or some of the damages being sought were caused, in whole o r in 81 part, by any act, omission or negligence of the city. This indemnity provision is intended to 82 include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in 83 defending against such claims and causes of actions. 84 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, 86 its officers, servants and employees, from and against any and all loss, damage or destruction 87 of property of the city, arising out of, or alleged to arise out of, the work and services to be 88 performed by the contractor, its officers, agents, employees, subcontractors, licensees or 89 invitees under this contract. This indemnification provision is specifically intended to operate 90 and be effective even if it is alleged or proven that all or some of the damages being sought 91 were caused, in whole or in part, by anv act, omission or negligence of the city. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 96 Construction Contract for Developer Awarded Projects. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 99 without the advanced express written consent of the Developer. 100 7.3 Successors and Assigns. 101 Developer and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the otherparty hereto, in respect to all covenants, agreements and obligations 103 contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 106 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 107 continue to bevalidandbindingupon DEVELOPER and CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of Texas. 110 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District III of Texas, Fort Worth Division. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised June 16, 2016 DocuSign Envelope ID: 32754866-6489-49AD-99AE-96AD9D1C7987 112 113 114 115 116 117 118 119 120 121 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date') Contractor: JPI Construction, LLC. DocuSigned by: By: EQ',,'0694A2D(S%Rature) Richard Deapen (Printed Name) Vice President — Quality Control & Title: Area Construction Manager Company Name: JPI Construction, LLC. Address: 600 E. Las Colinas Blvd STE 1800 City/State/Zip: Irving, TX 75039 10/25/2022 Developer: Ridglea Village, LLC. By: EDocuSigned by: Nwt T 49D is"" "M.gnature) Blake Taylor (Printed Name) Senior Vice President, Regional Title: Development Partner Companyname: Ridglea Village, LLC. Address: 600 E. Las Colinas Blvd STE 1800 City/State/Zip: Irving, TX 75039 10/25/2022 Date Date 122 CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised June 16, 2016 POLICY NUMBER: H21 PC31287-00 COMMERCIAL GENERAL LIABILITY CG 20 12 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: Any state or governmental agency or subdivision or political subdivision for whom during the policy period you and such state or governmental agency or subdivision or political subdivision have agreed in writing in a con- tract or agreement that such state or governmental agency or subdivision or political subdivision be added as an additional insured on your policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II — Who Is An Insured is amended to in- 2. This insurance does not apply to: clude as an insured any state or governmental agen- a. 'Bodily injury", "property damage" or "personal cy or subdivision or political subdivision shown in the and advertising injury" arising out of operations Schedule, subject to the following provisions: performed for the federal government, state or 1. This insurance applies only with respect to opera- municipality; or tions performed by you or on your behalf for which b. 'Bodily injury" or "property damage" included the state or governmental agency or subdivision or within the "products -completed operations political subdivision has issued a permit or author- hazard". ization. CG 20 12 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 0 POLICY NUMBER: H21 PC31287-00 COMMERCIAL GENERAL LIABILITY HPC 060 02 11 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NON-CONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART Name of Additional Insured Person(s) or Organization(s): As required by written contractual agreement With respect to any person or organization that is an additional insured under this Coverage Part or listed in the schedule above, the following is added to paragraph 4. of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: If you have agreed in writing in a contract or agreement that this insurance is primary and noncontributory relative to an additional insured's own general liability insurance, then this insurance is primary and we will not seek contribution from the other general liability insurance provided that the additional insured is a Named Insured under such other general liability insurance. HPC 060 02 11 17 Location(s) of Covered Operations Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLICY NUMBER: H21 PC31287-00 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization when you and such person or organization have agreed in writing in a contract or agreement that you will waive any right of recovery against such person or organization. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products - completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 0 0062 19- 1 MAINTENANCE BOND Page I of 3 l SECTION 00 62 19 Bond No. 54-246042 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OR TARRANT § 7 That we Rumsev Construction, Inc. known as 8 "Principal' herein and United Fire & Casualty Comoanv , a corporate surety 9 (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, JPI Development Partners, Inc. 11 , authorized to do business in Texas ("Developer") and the City of Port 12 Worth, a Texas municipal corporation ("City"), in the sum 13 Of Fiahty-six Thousand Five Hundred Ninety-six & 001100 Dollars ($86.596.00 ), 14 lawful money of the United States, to be paid in Port Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Port Worth by and through a Community Facilities 21 Agreement, CPA NumberCFA94J4—/ "114_;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 7th day of June 2022 _, which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Water Imorovements Ridalea Villaae Multifamily 28 CP # jdq3,21 and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF PORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 006219-2 MAINTENANCE 13OND Page 2 of 3 I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. F 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Port 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF PORT WORTII STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 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 27th day of 3 October.2022 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 PRINCIPAL: RumseyjJC/onstru[ction, Inc. BY: ksC bat3 re ATTEST` (Principal) Secretary Name and Title Address:4329 Reeder Drive Carrollton. TX 75010 Witness as to Principal SURETY: United /Fiirree asualtvv Comoanv BY: (./lI , Signature Allvson W. Dean, Attornev-in-Fact ATTEST: Name and Title Address: P. O. BOX 73909 (Surety) Secretary Cedar Park. Iowa Winless as to Surety Telephone Number: (319) 399-5700 *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 PORT WORTIt STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 d UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, IA Inquiries: Surety Department Ufg UNITED FIRE & INDEMNITY COMPANY, WEBSTER, TX 118 Second Ave SC FINANCIAL PACIFIC INSURANCE COMPANY, LOS ANGELES, CA Cedar Rapids, IA 52401 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company — See Certification) KNOW ALI, PERSONS BYTHESE PRESENTS, "Hat United Fire & Casualty Company, a corporation duly organized and existing under die laws of the State of Iowa; United Fite & Indemnity Company, a corporation duly organized and existing under die laws of the State of Texas; and Financial Pacific Insurance Company, a corporation duly organized and existing nnndef the laws of die Slate of California (herein collectively called tie Companies), and having their corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute anti appoint JOHN WILLIAM NEWBY, TROY RUSSELL KEY, DEBRA LEE MOON, SANDRA LEE RONEY, ANDREA ROSE CRAWFORD, MARLA HILL, HOWARD COWAN, COLIN E. CONLY, DANA ILENE MOORE, JOHN R. WARD, THOMAS DOUGLAS MOORE, ALLYSON W. DEAN, MONICA RUBY VEAZEY, EMILY ALLISON MIKESKA, EACH INDIVIDUALLY their line and lawful Attomey(s)-hi-Pact with power and authority hereby conferred to sign, seal and execute hi its behalf all lawful bonds, undertakings mid other obligatory instruments of similar nature provident dial no single obligation shall exceed $20, 000, 000. 00 and to bind die Companies thereby as fitly and to die same extent as if such inshr meats were signed by die duly authorized officers of tie Companies and all of die acts of said Attorney, pursumit to tie authority hereby given and hereby ratified and confirmed. "the Authority hereby granted is continuous and shall remain in full force mid effect until revoked by United Fire & Casually Company, United File & Indenmity Company, mid Financial Pacific Insurance Company. 'this Power of Attorney is made mid executed pursuant to and by authority of die following bylaw duly adopted by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article VI — Seven, Bonds nod Undertakings" Section 2, Appointment of Attorney -in -Pact. "the President or any Vice President, or any otherofficer of the Companies may, from time to time, appoint by written certificates attoneys-in-fact to act in behalf of the Companies in the execution of policies oflnsurmrce, bonds, undertakings mid other obligatory instruments of like nature, Tlne signature of any officer authorized hereby, mid the Corporate seal, may be affixed by facsimile to any power of nttomey or special power of attorney or certification of either authorized hereby; such signature mid seal, when so used, being adopted by the Compmues as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually nffixcd. Such attorneys -in -fact, subject to the limitations set of forth in their respective ecrificatos of authority shall have fill power to bind the Companies by their signature and execution of may such instruments mid to attach the seal the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney -in -fact. IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its vice president and its corporate seal to be hereto affixed this 3rd day of December, 2019 "`PpZtU I<I'ry `p'Vs-gNip, I 'v. > Po •Pr"o `•�'y�°: UNITED FIRE & CASUALTY COMPANY =,i cm4U'/Air 4q U-1R141,' a.rrLY ; UNITED PIKE & INDEMNI'TY COMI ANY r ueiB86 %eFINANCIAL PACIFIC INSURANCE COMPANY 9FAL -F4';O�`c' ,{'ggP: By: (}(/�iL„—Jj—l' '.0 -- Stale of lotva, County of Limn, ss: //Vice President On 3rd day of December, 2019, before me personally came Dennis J. Richmann to me known, who being by me duly sworn, did depose and say; that he resides hi Cedar Rapids, State of Iowa; that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company tie corporations described in and which executed the above instrument; dial lie knows die seal of said corporations; that die seal affixed to tie said instrument is such corporate seal; that it was so affixed pursuant to authority given by die Board of Directors of said corporations mid tat he signed his name thereto ptnsuamt to like authority, and acknowledges same to be die act and deed of said corporations. to ey Judith A. Jones �+ Iowa Notarial Seal Commission number 173041 e x My Commission Expires 4232024 Notay Public My commission expires: 4/23/2024 I, Mary A. Bertsch, Assistant Secretary of United Fire & Casually Company and Assistant Secretory of United Fire & Indenmity Company, mid Assistant Secretary of Financial Pacific Insurance Company, do hereby certify tat I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of die bylaws mid resolutions of said Corporations as set forth in said Power of Attorney, with die ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of die whole of die said originals, and dial die said Power of Attorney has not been revoked and is now in hill force and effect. In testimony whereof I have hereunto subscribed my name and affixed die corporate seal of the said Corporations this 27th day of October 20 22 . „Pe\lant.. „ Ur 'RPQi I....11 ll„ \\"'W".1pU1, et\svlal ao`"'sc'Nso? c.. Nii �y \JCY'4 dJA4t'v a�?QPVLCRi'Ok9}ryCi�`'. . tL' Nln•OUAk i j1iLY 2i?Os: I ' f ill �//�/}K/ �/ '9 pc srnL 'Rl. qp.f;i' ? Assistant Secrets 'rreh "/"J/n11111oso OF&C & OF&I & EPIC 1111\\1P"` BPOA0049 1217 United Fire & Casualty Company United Rre & Indemnity Company Financial Pacific Insurance Company IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may call United Fire Group's toll free telephone number for information or to make a complaint at: 800-343-9130 You may also write to United Fire Group at: United Fire Group Attn: Surety Department P.O. Box 73909 Cedar Rapids, IA 52407-3909 -or street address - United Fire Group Attn: Surety Department 118 Second Avenue SE Cedar Rapids, IA 52401 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: Consumer Protection (I I1-IA) P.O. Box 149091 Austin, TX 78714-99091 Fax: (512) 490-1007 Web: www.tdi.texas.eov Email: ConsumerProtectionQ..tdi.texas.eov Premium or Claim Disputes: Should you have a dispute concerning your premium or about a claim, you should contact United Fire Group first, If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253.021, Governmental Code, and Section 53-202, Property Code, HOME OFFICE: 118 Second Avenue SE I PO Box 73909 I Cedar Rapids, Iowa 52407-3909 1 P: 800-332-7977 I F: 319-286-2520 I www,ufgins.com INCREASE RIDER To be attached to and form a part of Bond Number 54-246042 issued by United Fire & Casualty Company on behalf of Rumsev Construction, Inc. as Principal in favor of JPI Development Partners. Inc. and the Citv of Fort Worth. TX as Obligee, effective October 27, 2022 IT IS HEREBY UNDERSTOOD AND AGREED, that, The penal sum of this bond is increased from Eighty-six Thousand Five Hundred Ninety-six & 00/100 Dollars ( $96.596.00 ) to One Hundred Eighty-four Thousand Three Hundred Forty-one & 83/100 Dollars( P184.341.83 ) effective the 29th day of April 2024 Rumsey Construction, Inc. Principal M United Fire & Casualty Company Surety By Allyson W. Dean Attorney -in -Fact COM1-AANCREASE.RID S-2883/GEEF 2198 UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, IA Inquiries: Surety Department UNITED FIRE & INDEMNITY COMPANY, WEBSTER, TX 118 Second Ave SE Uf9 AFINANCIAL PACIFIC INSURANCE COMPANY, LOS ANGELES, CA Cedar Rapids, IA 52401 1 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That United Fire & Casualty Company, a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies), and having their corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute and appoint JOHN WILLIAM NEWBY, TROY RUSSELL KEY, DEBRA LEE MOON, SANDRA LEE RONEY, ANDREA ROSE CRAWFORD, MARLA HILL, HOWARD COWAN, COLIN E. CONLY, JOHN R. WARD, THOMAS DOUGLAS MOORE, ALLYSON W. DEAN, MONICA RUBY VEAZEY, EMILY ALLISON MIKESKA, ANDREW GARETH ADDISON, PATRICK THOMAS COYLE, MICHAEL DONALD HENDRICKSON, BRYAN KELLY MOORE, ELIZABETH ORTIZ, ANA OWENS, BETTY J. REEH, EACH INDIVIDUALLY their true and lawful Attorneys) -in -Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $20, 000, 000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attomey-in-Fact. "Ihe President or any Vice President, or any other officer ofthe Companies may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of anomey or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attomeys-in-fact, subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney -in -fact. IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its vice oresident and its corporate seal to be hereto affixed this 3rd day of December, 2019 �`�t1ttilW"i �,ttti�Y trhyla� ``a�.dGINSUI�ra 3 11 �**%;•s" "'"!�'^yy 1' s UNITED FIRE & CASUALTY COMPANY coRrOSAtr � toRlOttAlt . _7.'3 Syl„�z �'.g UNITED FIRE & INDEMNITY COMPANY SFAL zg �t� fas rQ FINANCIAL PACIFIC INSURANCE COMPANY ,,4r`urvttrsa�t`" y �'g��yrlf�hRp„\1a��`� y�r"q!IlIIIBIHIpM�"� V State of Iowa, County of Linn, ss: !V Vice President On 3rd day of December, 2019, before me personally came Dennis J. Richmann to me known, who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. L aW", Judith A. Jones Iowa Notarial Seal Commission number 173041 Notary Public W Commission Expires 423R024 My commission expires: 4/232024 I, Mary A. Bertsch, Assistant Secretary of United Fire & Casualty Company and Assistant Secretary of United Fire & Indemnity Company, and Assistant Secretary of Financial Pacific Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this 29 day of Anril , 20 24 ,tgUttft!!! t altiyrh IN `Na,u4SUry„�'', at�t. tJtfc 4!i �yta S.. • �} �''�i �a•��......... {4�,�i COntP0aA11 ? t4Z10OR2*k L.Si-�. 11t.YY Q SEAL SEAL C yyjl:P,f tYE6��iYrB Assistant Secretary, OF&C & OF&I & FPIC t!!, �ttt` _ �yr�rnntutMn�o`�```• BPOA00491217 . ` m SURETY IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: United Fire & Casualty Company United Fire & Indemnity Company Financial Pacific Insurance Company You may call United Fire Group's toll free telephone number for information or to make a complaint at: 800-343-9130 You may also write to United Fire Group at: United Fire Group Attn: Surety Department P.O. Box 73909 Cedar Rapids, IA 52407-3909 -or street address - United Fire Group Attn: Surety Department 118 Second Avenue SE Cedar Rapids, IA 52401 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: Consumer Protection (1114 A) P.O. Box 149091 Austin, TX 78714-99091 Fax: (512) 490-1007 Web: www.tdi.texas.pov Email: ConsumerProtection(a7tdi.texas.gov Premium or Claim Disputes: Should you have a dispute concerning your premium or about a claim, you should contact United Fire Group first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of the attached document and is given to comply with Section 2253.021, Governmental Code, and Section 53-202, Property Code. HOME OFFICE: 118 Second Avenue SE ( PO Box 73909 I Cedar Rapids, Iowa 52407-3909 1 P: 800-332-7977 I F: 319-286-2520 I www.ufgins.com STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 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 ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion ........................................... 12.01 Contractor's Warranty of Title ............ 12.02 Partial Utilization ................................. 12.03 Final Inspection .................................... 12.04 Final Acceptance .................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 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 Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. 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 Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 following ways: 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 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 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 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.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 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) ❑ Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 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 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall 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 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. 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 AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 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 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 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 00 73 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 00 73 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 i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 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 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 13 REFERENCES [NOT USED] 17 1A ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 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 otherpublic 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 RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 4 l b. Excavated and waste materials shall be stored in such a way as not to interfere with the 2 use of spaces that may be designated to be left free and unobstructed and so as not to 3 inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner 5 as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in Division 0 7 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 obtained 10 permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the specified 12 approval of the property owner has b een secured in writing by the Contractor and a copy 13 furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions 15 which must be removed to make possible proper prosecution of the Work as a part of the 16 project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, 18 fences, culverts, curbing, and all other types of structures or improvements, to all water, 19 sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, 20 including the construction of temporary fences and to all other public or private property 21 adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private lands 23 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 Work. 25 b. Notices shall be applicable to both public and private utility companies and any 26 corporation, company, individual, or other, either as owners or occupants, whose land 27 or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character resulting from any 29 act, omission, neglect, or misconduct in the manner or method or execution of the 30 Work, or at any time due to defective work, material, or equipment. 31 6. Fence 32 a. Restore all fences encountered and removed during construction of the Project to the 33 original or a better than original condition. 34 b. Erect temporary fencing in place of the fencing removed whenever the Work is not in 35 progress and when the site is vacated overnight, and/or at all times to provide site 36 security. 37 c. The cost for all fence work within easements, including removal, temporary closures 38 and replacement, shall be subsidiary to the various items bid in the project proposal, 39 unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL 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] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. Revised December 20, 2012 011100-4 DAP SUMMARY OF WORK Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. Revised December 20, 2012 012500-1 DAP SUBSTITUTIONPROCEDURES Page 1 of 1 SECTION 01 25 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not equivalent 7 to a product which is specified by descriptive or performance criteria or defined by reference 8 to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 13 REFERENCES [NOT USED] 24 1A ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider 27 formal requests from Contractor for substitution of products in place of those specified. 28 2. Certain types of equipment and kinds of material are described in Specifications by means of 29 references to names of manufacturers and vendors, trade names, or catalog numbers. 30 a. When this method of specifying is used, it is not intended to exclude from consideration 31 other products bearing other manufacturer's or vendors names, trade names, or catalog 32 numbers, provided said products are "or -equals," as determined by City. 33 3. Other types of equipment and kinds of material may be acceptable substitutions under the 34 following conditions: 35 a. Or -equals are unavailable due to strike, discontinued production of products meeting 36 specified requirements, or other factors beyond control of Contractor; or, 37 b. Contractor proposes a cost and/or time reduction incentive to the City. 38 1.5 SUBMITTALS 39 A. See Request for Substitution Form (attached) CITY OF FORT WORTH RIDFLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 01 25 00 - 2 DAP SUBSTITUTIONPROCEDURES Page 2 of 4 1 B. Procedure for Requesting Substitution 2 1. Substitution shall be considered only: 3 a. After award of Contract 4 b. Under the conditions stated herein 5 2. Submit 3 copies of each written request for substitution, including: 6 a. Documentation 7 1) Complete data substantiating compliance of proposed substitution with Contract 8 Documents 9 2) Data relating to changes in construction schedule, when a reduction is proposed 10 3) Data relating to changes in cost 11 b. For products 12 1) Product identification 13 a) Manufacturer's name 14 b) Telephone number and representative contact name 15 c) Specification Section or Drawing reference of originally specified product, 16 including discrete name or tag number assigned to original product in the 17 Contract Documents 18 2) Manufacturer's literature clearly marked to show compliance of proposed product 19 with Contract Documents 20 3) Itemized comparison of original and proposed product addressing product 21 characteristics including, but not necessarily limited to: 22 a) Size 23 b) Composition or materials of construction 24 c) Weight 25 d) Electrical or mechanical requirements 26 4) Product experience 27 a) Location of past projects utilizing product 28 b) Name and telephone number of persons associated with referenced projects 29 knowledgeable concerning proposed product 30 c) Available field data and reports associated with proposed product 31 5) Samples 32 a) Provide at request of City. 33 b) Samples become the property of the City. 34 c. For construction methods: 35 1) Detailed description of proposed method 36 2) Illustration drawings 37 C. Approval or Rejection 38 1. Written approval or rejection of substitution given by the City 39 2. City reserves the right to require proposed product to comply with color and pattern of 40 specified product if necessary to secure design intent. 41 3. In the event the substitution is approved, if a reduction in cost or time results, it will be 42 documented by Change Order. 43 4. Substitution will be rejected if: 44 a. Submittal is not through the Contractor with his stamp of approval 45 b. Request is not made in accordance with this Specification Section 46 c. In the Developer's opinion, acceptance will require substantial revision of the original 47 design CITY OF FORT WORTH RIDFLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 012500-3 DAP SUBSTITUTIONPROCEDURES Page 3 of 4 1 d. In the City's or Developer's opinion, substitution will not perform adequately the 2 function consistent with the design intent 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. In making request for substitution or in using an approved product, the Contractor represents 8 that the Contractor: 9 1. Has investigated proposed product, and has determined that it is adequate or superior in all 10 respects to that specified, and that it will perform function for which it is intended 11 2. Will provide same guarantee for substitute item as for product specified 12 3. Will coordinate installation of accepted substitution into Work, to include building 13 modifications if necessary, making such changes as may be required for Work to be 14 complete in all respects 15 4. Waives all claims for additional costs related to substitution which subsequently arise 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH RIDFLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 01 25 00 - 4 DAP SUBSTITUTIONPROCEDURES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: [Eel Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the abo ve project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Firm Address Date Telephone For Use by City: Approved City Recommended _ Recommended as noted Not recommended Received late By Date Remarks Date Rejected CITY OF FORT WORTH RIDFLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify 7 construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. No construction schedule required unless requested by the City. 10 C. Related Specification Sections include, but are not necessarily limited to: 1 1 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. No 16 separate payment will be allowed for this Item. 17 13 REFERENCES [NOT USED] 18 1A ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be 22 qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for future 25 reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution 28 package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and 31 distribute copies of same to all participants who so request by fully completing the 32 attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire to invite 38 or the City may request CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 01 31 19-2 DAP PRECONSTRUCTION MEETING Page 2 of 4 1 e. Other City representatives 2 f. Others as appropriate 3 4. Preliminary Agenda may include: 4 a. Introduction of Project Personnel 5 b. General Description of Project 6 c. Status of right-of-way, utility clearances, easements or other pertinent permits 7 d. Contractor's work plan and schedule 8 e. Contract Time 9 f. Notice to Proceed 10 g. Construction Staking 11 h. Progress Payments 12 i. Extra Work and Change Order Procedures 13 j. Field Orders 14 k. Disposal Site Letter for Waste Material 15 1. Insurance Renewals 16 in. Payroll Certification 17 n. Material Certifications and Quality Control Testing 18 o. Public Safety and Convenience 19 p. Documentation of Pre -Construction Conditions 20 q. Weekend Work Notification 21 r. Legal Holidays 22 s. Trench Safety Plans 23 t. Confined Space Entry Standards 24 u. Coordination with the City's representative for operations of existing water systems 25 v. Storm Water Pollution Prevention Plan 26 w. Coordination with other Contractors 27 x. Early Warning System 28 y. Contractor Evaluation 29 z. Special Conditions applicable to the project 30 aa. Damages Claims 31 bb. Submittal Procedures 32 cc. Substitution Procedures 33 dd. Correspondence Routing 34 ee. Record Drawings 35 ff. Temporary construction facilities 36 gg. MBE/SBE procedures 37 hh. Final Acceptance 38 ii. Final Payment 39 jj. Questions or Comments 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE [NOT USED] 45 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 01 31 19-4 DAP PRECONSTRUCTION MEETING Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 013300-1 DAP SUBMITTALS Page 1 of 1 SECTION 0133 00 2 DAP SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following Work -related 7 submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. No 20 separate payment will be allowed for this Item. 21 13 REFERENCES [NOT USED] 22 1A ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from 25 the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the 28 related Work or other applicable activities, or within the time specified in the individual 29 Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by processing 31 times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to transmit 40 submittals sufficiently in advance of the Work. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 01 33 00 - 2 DAP SUBMITTALS Page 2 of 7 1 d. Make submittals promptly in accordance with approved schedule, and in such sequence 2 as to cause no delay in the Work or in the work of any other contractor. 3 B. Submittal Numbering 4 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-reference 5 identification numbering system in the following manner: 6 a. Use the first 6 digits of the applicable Specification Section Number. 7 b. For the next 2 digits number use numbers 01-99 to sequentially number each initial 8 separate item or drawing submitted under each specific Section number. 9 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd 10 submission, B=3rd submission, C=4th submission, etc.). A typical submittal number 11 would be as follows: 12 13 03 30 00-08-B 14 15 1) 03 30 00 is the Specification Section for Concrete 16 2) 08 is the eighth initial submittal under this Specification Section 17 3) B is the third submission (second resubmission) of that particular shop drawing 18 C. Contractor Certification 19 1. Review shop drawings, product data and samples, including those by subcontractors, prior 20 to submission to determine and verify the following: 21 a. Field measurements 22 b. Field construction criteria 23 c. Catalog numbers and similar data 24 d. Conformance with the Contract Documents 25 2. Provide each shop drawing, sample and product data submitted by the Contractor with a 26 Certification Statement affixed including: 27 a. The Contractor's Company name 28 b. Signature of submittal reviewer 29 c. Certification Statement 30 1) "By this submittal, I hereby represent that I have determined and verified field 31 measurements, field construction criteria, materials, dimensions, catalog numbers 32 and similar data and I have checked and coordinated each item with other 33 applicable approved shop drawings." 34 D. Submittal Format 35 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 %2 inches x 1 linches. 36 2. Bind shop drawings and product data sheets together. 37 3. Order 38 a. Cover Sheet 39 1) Description of Packet 40 2) Contractor Certification 41 b. List of items / Table of Contents 42 c. Product Data /Shop Drawings/Samples /Calculations 43 E. Submittal Content 44 1. The date of submission and the dates of any previous submissions 45 2. The Project title and number 46 3. Contractor identification CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMELY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 7 1 4. The names of- 2 a. Contractor 3 b. Supplier 4 c. Manufacturer 5 5. Identification of the product, with the Specification Section number, page andparagraph(s) 6 6. Field dimensions, clearly identified as such 7 7. Relation to adjacent or critical features of the Work or materials 8 8. Applicable standards, such as ASTM or Federal Specification numbers 9 9. Identification by highlighting of deviations from Contract Documents 10 10. Identification by highlighting of revisions on resubmittals 11 11. An 8-inch x 3-inch blank space for Contractor and City stamps 12 F. Shop Drawings 13 1. As specified in individual Work Sections includes, but is not necessarily limited to: 14 a. Custom -prepared data such as fabrication and erection/installation (working) drawings 15 b. Scheduled information 16 c. Setting diagrams 17 d. Actual shopwork manufacturing instructions 18 e. Custom templates 19 f. Special wiring diagrams 20 g. Coordination drawings 21 h. Individual system or equipment inspection and test reports including: 22 1) Performance curves and certifications 23 i. As applicable to the Work 24 2. Details 25 a. Relation of the various parts to the main members and lines of the structure 26 b. Where correct fabrication of the Work depends upon field measurements 27 1) Provide such measurements and note on the drawings prior to submitting for 28 approval. 29 G. Product Data 30 1. For submittals of product data for products included on the City's Standard Product List, 31 clearly identify each item selected for use on the Project. 32 2. For submittals of product data for products not included on the City's Standard Product 33 List, submittal data may include, but is not necessarily limited to: 34 a. Standard prepared data for manufactured products (sometimes referred to as catalog 35 data) 36 1) Such as the manufacturer's product specification and installation instructions 37 2) Availability of colors and patterns 38 3) Manufacturer's printed statements of compliances and applicability 39 4) Roughing -in diagrams and templates 40 5) Catalog cuts 41 6) Product photographs 42 7) Standard wiring diagrams 43 8) Printed performance curves and operational -range diagrams 44 9) Production or quality control inspection and test reports and certifications 45 10) Mill reports CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 7 1 11) Product operating and maintenance instructions and recommended spare -parts 2 listing and printed product warranties 3 12) As applicable to the Work 4 H. Samples 5 1. As specified in individual Sections, include, but are not necessarily limited to: 6 a. Physical examples of the Work such as: 7 1) Sections of manufactured or fabricated Work 8 2) Small cuts or containers of materials 9 3) Complete units of repetitively used products color/texture/pattern swatches and 10 range sets 11 4) Specimens for coordination of visual effect 12 5) Graphic symbols and units of Work to beusedbythe City for independent 13 inspection and testing, as applicable to the Work 14 L Do not start Work requiring a shop drawing, sample or product data nor any material to be 15 fabricated or installed prior to the approval or qualified approval of such item. 16 1. Fabrication performed, materials purchased or on -site construction accomplished which 17 does not conform to approved shop drawings and data is at the Contractor's risk. 18 2. The City will not be liable for any expense or delay due to corrections or remedies required 19 to accomplish conformity. 20 3. Complete project Work, materials, fabrication, and installations in conformance with 21 approved shop drawings, applicable samples, and product data. 22 J. Submittal Distribution 23 1. Electronic Distribution 24 a. Confirm development of Project directory for electronic submittals to be uploaded to 25 City's Buzzsaw site, or another external FTP site approved by the City. 26 b. Shop Drawings 27 1) Upload submittal to designated project directory and notify appropriate City 28 representatives via email of submittal posting. 29 2) Hard Copies 30 a) 3 copies for all submittals 31 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 32 Contractor shall submit more than the number of copies listed above. 33 c. Product Data 34 1) Upload submittal to designated project directory and notify appropriate City 35 representatives via email of submittal posting. 36 2) Hard Copies 37 a) 3 copies for all submittals 38 d. Samples 39 1) Distributed to the Project Representative 40 2. Hard Copy Distribution (if required in lieu of electronic distribution) 41 a. Shop Drawings 42 1) Distributed to the City 43 2) Copies 44 a) 8 copies for mechanical submittals 45 b) 7 copies for all other submittals 46 c) If Contractor requires more than 3 copies of Shop Drawings returned, 47 Contractor shall submit more than the number of copies listed above. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMELY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 7 1 b. Product Data 2 1) Distributed to the City 3 2) Copies 4 a) 4 copies 5 c. Samples 6 1) Distributed to the Project Representative 7 2) Copies 8 a) Submit the number stated in the respective Specification Sections. 9 3. Distribute reproductions of approved shop drawings and copies of approved product data 10 and samples, where required, to the job site file and elsewhere as directed by the City. 11 a. Provide number of copies as directed by the City but not exceeding the number 12 previously specified. 13 K. Submittal Review 14 1. The review of shop drawings, data and samples will be for general conformance with the 15 design concept and Contract Documents. This is not to be construed as: 16 a. Permitting any departure from the Contract requirements 17 b. Relieving the Contractor of responsibility for any errors, including details, dimensions, 18 and materials 19 c. Approving departures from details furnished by the City, except as otherwise provided 20 herein 21 2. The review and approval of shop drawings, samples or product data by the City does not 22 relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms 23 of the Contract. 24 a. All risks of error and omission are assumed by the Contractor, and the City will have no 25 responsibility therefore. 26 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 27 with all other associated work and trades, for selecting fabrication processes, for techniques 28 of assembly and for performing Work in a safe manner. 29 4. If the shop drawings, data or samples as submitted describe variations and show a departure 30 from the Contract requirements which City finds to be in the interest of the City and to be 31 so minor as not to involve a change in Contract Price or time for performance, the City may 32 return the reviewed drawings without noting an exception. 33 5. Submittals will be returned to the Contractorunder 1 of the following codes: 34 a. Code 1 35 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments 36 on the submittal. 37 a) When returned under this code the Contractor may release the equipment and/or 38 material for manufacture. 39 b. Code 2 40 1) 'EXCEPTIONS NOTED". This code is assigned when a confirmation of the 41 notations and comments IS NOT required by the Contractor. 42 a) The Contractor may release the equipment or material for manufacture; 43 however, all notations and comments must be incorporated into the final 44 product. 45 c. Code 3 46 1) 'EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 47 when notations and comments are extensive enough to require a resubmittal of the 48 package. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMELY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 7 1 a) The Contractor may release the equipment or material for manufacture; 2 however, all notations and comments must be incorporated into the final 3 product. 4 b) This resubmittal is to address all comments, omissions and non -conforming 5 items that were noted. 6 c) Resubmittal is to be received by the City within 15 Calendar Days of the date 7 of the City's transmittal requiring the resubmittal. 8 d. Code 4 9 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the 10 Contract Documents. 11 a) The Contractor must resubmit the entire package revised to bring the submittal 12 into conformance. 13 b) It may be necessary to resubmit using a different manufacturer/vendor to meet 14 the Contract Documents. 15 6. Resubmittals 16 a. Handled in the same manner as first submittals 17 1) Corrections other than requested by the City 18 2) Marked with revision triangle or other similar method 19 a) At Contractor's risk if not marked 20 b. Submittals for each item will be reviewed no more than twice at the City's expense. 21 1) All subsequent reviews will be performed at times convenient to the City and at the 22 Contractor's expense, based on the City's or City Representative's then prevailing 23 rates. 24 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such 25 fees invoiced by the City. 26 c. The need for more than 1 resubmission or any other delay in obtaining City's review of 27 submittals, will not entitle the Contractor to an extension of Contract Time. 28 7. Partial Submittals 29 a. City reserves the right to not review submittals deemed partial, at the City's discretion. 30 b. Submittals deemed by the City to be not complete will be returned to the Contractor, 31 and will be considered "Not Approved" until resubmitted. 32 c. The City may at its option provide a list or mark the submittal directing the Contractor 33 to the areas that are incomplete. 34 8. If the Contractor considers any correction indicated on the shop drawings to constitute a 35 change to the Contract Documents, then written notice must be provided thereof to the 36 Developer at least 7 Calendar Days prior to release for manufacture. 37 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor 38 may carry out the construction in accordance therewith and no further changes therein 39 except upon written instructions from the City. 40 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following 41 receipt of submittal by the City. 42 L. Mock ups 43 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited 44 to, complete units of the standard of acceptance for that type of Work to be used on the 45 Project. Remove at the completion of the Work or when directed. 46 M. Qualifications CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 7 1 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification 2 for each item required. 3 N. Request for Information (RFI) 4 1. Contractor Request for additional information 5 a. Clarification or interpretation of the contract documents 6 b. When the Contractor believes there is a conflict between Contract Documents 7 c. When the Contractor believes there is a conflict between the Drawings and 8 Specifications 9 1) Identify the conflict and request clarification 10 2. Sufficient information shall be attached to permit a written response without further 11 information. 12 13 14 15 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION [NOT USED] 26 27 28 DATE NAME 12/20/2012 D. Johnson END OF SECTION Revision Log SUMMARY OF CHANGE 1.4.K8. Working Days modified to Calendar Days CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised August 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 11 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be p erformed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH RIDGLEA VILLAGE -MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised March20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 -EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH RIDGLEA VILLAGE -MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised March20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not necessarily 7 limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. No 21 separate payment will be allowed for this Item. 22 13 REFERENCES [NOT USED] 23 1A ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities having 28 jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be performed 34 and for specified tests of piping, equipment, devices or other use as required for the 35 completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic consumption by 37 Contractor personnel and City's Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 d. Contractor Payment for Construction Water CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 1) Obtain construction water meter from City for payment as billed by City's 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including testing of 5 Work. 6 1) Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to maintain 8 operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel and others 11 performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health problem. 22 d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in 23 accordance with applicable regulation. 24 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 25 4. Remove facilities at completion of Project 26 C. Storage Sheds and Buildings 27 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above 28 ground level for materials and equipment susceptible to weather damage. 29 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 30 3. Store materials in a neat and orderly manner. 31 a. Place materials and equipment to permit easy access for identification, inspection and 32 inventory. 33 4. Equip building with lockable doors and lighting, and provide electrical service for 34 equipment space heaters and heating or ventilation as necessary to provide storage 35 environments acceptable to specified manufacturers. 36 5. Fill and grade site for temporary structures to provide drainage away from temporary and 37 existing buildings. 38 6. Remove building from site prior to Final Acceptance. 39 D. Temporary Fencing 40 1. Provide and maintain for the duration or construction when required in contract documents 41 E. Dust Control 42 1. Contractor is responsible for maintaining dust control through the duration of the project. 43 a. Contractor remains on -call at all times 44 b. Must respond in a timely manner CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 F. Temporary Protection of Construction 2 1. Contractor or subcontractors are responsible for protecting Work from damage due to 3 weather. 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS [NOT USED] 13 PART 3 - EXECUTION [NOT USED] 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 INSTALLATION 18 A. Temporary Facilities 19 1. Maintain all temporary facilities for duration of construction activities as needed. 20 3.5 [REPAIR] / [RESTORATION] 21 3.6 RE -INSTALLATION 22 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES 27 A. Temporary Facilities 28 1. Remove all temporary facilities and restore area after completion of the Work, to a 29 condition equal to or better than prior to start of Work. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised JULY 1, 2011 015000-4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 13 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1A ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 7113. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 7113 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 4 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13 . 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised July 1, 2011 01 55 26 - 4 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 1 SECTION 01 5713 2 STORM WATER POLLUTION PREVENTION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 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 it Contract 12 2. Division 1 — General Requirements 13 3. Section 31 25 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1A ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised July 1, 2011 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 4 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817) 392 - 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 4 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 1 1 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 M Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised July 1, 2011 015713-4 DAP STORM WATER POLLUTION PREVENTION Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised July 1, 2011 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 DAP PRODUCT REQUIREMENTS Page 1 of 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 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 [NOT USED] 13 13 REFERENCES [NOT USED] 14 1A ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 -Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 016000-2 DAP PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 8 CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 13 REFERENCES [NOT USED] 1A ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements I . Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials maybe distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3-EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 33 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOTUSED] END OF SECTION CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. 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. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this Item are 19 subsidiary to the various Items bid and no other compensation will be allowed. 20 2. Construction Survey 21 a. Measurement 22 1) This Item is considered subsidiary to the various Items bid. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this Item are 25 subsidiary to the various Items bid and no other compensation will be allowed. 26 13 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 01 3 3 00. 30 B. All submittals shall be approved by the City prior to delivery. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Certificates 33 1. Provide certificate certifying that elevations and locations of improvements are in 34 conformance ornon-conformance with requirements of the Contract Documents. 35 a. Certificate must be sealed by a registered professional land surveyor in the State of 36 Texas. 37 B. Field Quality Control Submittals CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1. Documentation verifying accuracy of field engineering work. 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. Construction Staking 6 1. Construction staking will be performed by the City. 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 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible forpreserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (7) Fire hydrants 2 (8) Gate valves 3 (9) Plugs, stubouts, dead-end lines 4 (10) Air Release valves (Manhole rim and vent pipe) 5 (11) Blow off valves (Manhole rim and valve lid) 6 (12) Pressure plane valves 7 (13) Cleaning wyes 8 (14) Casing pipe (each end) 9 b) Storm Sewer 10 (1) Top of pipe elevations and coordinates at the following locations: 11 (a) Every 250 linear feet 12 (b) Horizontal and vertical points of inflection, curvature, etc. 13 c) Sanitary Sewer 14 (1) Top of pipe elevations and coordinates for sanitary sewer lines at the 15 following locations: 16 (a) Every 250 linear feet 17 (b) Horizontal and vertical points of inflection, curvature, etc. 18 (c) Cleanouts 19 c. Construction survey will be performed in order to maintain complete and accurate logs 20 of control and survey work associated with meeting or exceeding the line and grade 21 required by these Specifications. 22 d. The Contractor will need to ensure coordination is maintained with the City to perform 23 construction survey and to verify control data, including but not limited to the 24 following: 25 1) Established benchmarks and control points provided for the Contractor's use are 26 accurate 27 2) Benchmarks were used to furnish and maintain all reference lines and grades for 28 tunneling 29 3) Lines and grades were used to establish the location of the pipe 30 4) Submit to the City copies of field notes used to establish all lines and grades and 31 allow the City to check guidance system setup prior to beginning each tunneling 32 drive. 33 5) Provide access for the City to verify the guidance system and the line and grade of 34 the carrier pipe on a daily basis. 35 6) The Contractor remains fully responsible for the accuracy of the work and the 36 correction of it, as required. 37 7) Monitor line and grade continuously during construction. 38 8) Record deviation with respect to design line and grade once at each pipe joint and 39 submit daily records to City. 40 9) If the installation does not meet the specified tolerances, immediately notify the 41 City and correct the installation in accordance with the Contract Documents. 42 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 43 1.11 FIELD [SITE] CONDITIONS [NOT USED] 44 1.12 WARRANTY [NOT USED] 45 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 33 PREPARATION [NOT USED] 5 3.4 APPLICATION 6 3.5 REPAIR / RESTORATION [NOT USED] 7 3.6 RE -INSTALLATION [NOT USED] 8 3.7 FIELD [OR] SITE QUALITY CONTROL 9 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in 10 accordance with this Specification. 1 1 B. Do not change orrelocate stakes or control data without approval from the City. 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH RIDGLEA VILLAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 017423-1 DAP CLEANING Page 1 of 1 SECTION 0174 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: it 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 13 REFERENCES [NOT USED] 19 1A ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 21 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 23 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 33 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD[OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on -site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re -seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 9213. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 5. Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 END OF SECTION CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH RIDGLEA VILAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 5 A. Section Includes: 6 1. The procedure for closing out a contract 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. No 15 separate payment will be allowed for this Item. 16 13 REFERENCES [NOT USED] 17 1A ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, certificates, 20 licenses and affidavits required for Work or equipment as specified are satisfactorily filed 21 with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of release of 24 liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 PART 2 - PRODUCTS [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH RIDGLEA VILAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 4 33 PREPARATION [NOT USED] 2 3.4 CLOSEOUT PROCEDURE 3 A. Prior to requesting Final Inspection, submit: 4 1. Project Record Documents in accordance with Section 01 78 39 5 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 6 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 0174 7 23. 8 C. Final Inspection 9 1. After final cleaning, provide notice to the City Project Representative that the Work is 10 completed. 11 a. The City will make an initial Final Inspection with the Contractor present. 12 b. Upon completion of this inspection, the City will notify the Contractor, in writing 13 within 10 business days, of any particulars in which this inspection reveals that the 14 Work is defective or incomplete. 15 2. Upon receiving written notice from the City, immediately undertake the Work required to 16 remedy deficiencies and complete the Work to the satisfaction of the City. 17 3. Upon completion of Work associated with the items listed in the City's written notice, 18 inform the City, that the required Work has been completed. Upon receipt of this notice, 19 the City, in the presence of the Contractor, will make a subsequent Final Inspection of the 20 project. 21 4. Provide all special accessories required to place each item of equipment in full operation. 22 These special accessory items include, but are not limited to: 23 a. Specified spare parts 24 b. Adequate oil and grease as required for the first lubrication of the equipment 25 c. Initial fill up of all chemical tanks and fuel tanks 26 d. Light bulbs 27 e. Fuses 28 f. Vault keys 29 g. Handwheels 30 h. Other expendable items as required for initial start-up and operation of all equipment 31 D. Notice of Project Completion 32 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be 33 satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 34 E. Supporting Documentation 35 1. Coordinate with the City Project Representative to complete the following additional forms: 36 a. Final Payment Request 37 b. Statement of Contract Time 38 c. Affidavit of Payment and Release of Liens 39 d. Consent of Surety to Final Payment 40 e. Pipe Report (if required) 41 f. Contractor's Evaluation of City 42 g. Performance Evaluation of Contractor 43 F. Letter of Final Acceptance CITY OF FORT WORTH RIDGLEA VILAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 4 1 1. Upon review and acceptance of Notice of Project Completion and Supporting 2 Documentation, in accordance with General Conditions, City will issue Letter of Final 3 Acceptance and release the Final Payment Request for payment. 4 3.5 REPAIR / RESTORATION [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH RIDGLEA VILAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 017719-4 DAP CLOSEOUT REQUIREMENTS Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH RIDGLEA VILAGEMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPERAWARDED PROJECTS CITY PROJECT NO. Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8'/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH RIDGLEA VILLAGEMUTIFAMILIY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 6 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize inconsistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH RIDGLEA VILLAGEMUTIFAMILIY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 6 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 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 48 product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH RIDGLEA VILLAGEMUTIFAMILIY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 6 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories ofpanelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH RIDGLEA VILLAGEMUTIFAMILIY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 6 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 CITY OF FORT WORTH RIDGLEA VILLAGEMUTIFAMILIY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 01 78 23 - 6 DAP OPERATION AND MAINTENANCE DATA Page 6 of 6 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH RIDGLEA VILLAGEMUTIFAMILIY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPERAWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 13 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED IOR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 23 ACCESSORIES [NOT USED] 27 2A SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 33 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases, on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a "cloud" around the area or areas 48 affected. CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] QQ�►/'107I M 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH RIDGLEA VILLAGE MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. Revised April 7, 2014 APPENDIX GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements CITY OF FORT WORTH HEMPHILL ROAD & STREETA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITYPROJECT NO. 103517 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH HEMPHILL ROAD & STREETA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITYPROJECT NO. 103517 Revised July 1, 2011 ECS Southwest, LLP Geotechnical Engineering Report JPI Jefferson Ridglea Village Bryant Irvin Road and Calmont Avenue Fort Worth, Texas ECS Project Number 63:1490 August 6, 2021 Eic7%eS ECS SOU T H VV E S T, LLP "Setting the Standard for Service" Geotechnical • Construction Materials • Environmental • Facilities 7X Registered Engineering Firm F-8461 August 6, 2021 Mr. Bryan Grant Development Director JPI Construction 600 E Las Colinas Boulevard, Suite 1800 Irving, Texas 75039 ECS Project No. 63:1490 Reference: Geotechnical Engineering Report JPI Jefferson Ridglea Village Bryant Irvin Road and Calmont Avenue Fort Worth, Texas Dear Mr. Grant: ECS Southwest, LLP (ECS) has completed the subsurface exploration, laboratory testing, and geotechnical engineering analyses for the above -referenced project. Our services were performed in general accordance with our agreed to scope of work. This report presents our understanding of the geotechnical aspects of the project along with the results of the field exploration and laboratory testing conducted, and our design and construction recommendations. It has been our pleasure to be of service to JPI Construction during the design phase of this project. We would appreciate the opportunity to remain involved during the continuation of the design phase, and we would like to provide our services during construction phase operations as well to verify subsurface conditions assumed for this report. Should you have any questions concerning the information contained in this report, or if we can be of further assistance to you, please contact us. Respectfully submitted, ECS Southwest, LLP OF ,............ .... .:... f s MARKRrZORT99872 ara Ishtiaque Hossain, PhD, P.E.°�ykfu SNA.-` Geotechnical Department Manager IHossain@ecslimited.com Digitally signed by Mark Zortman Date: 2021.08.06 11:52:32-0500' M-ar R. or man, P.E. - Principal Engineer mzortman@ecslimited.com 2621 White Settlement Road, Fort Worth, TX 76107 • T: 682-350-2250 • www.ecslimited.com ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Southwest, LLP JPllefferson Ridglea Village ECS Project No. 63:1490 TABLE OF CONTENTS August 6, 2021 Page EXECUTIVE SUMMARY.............................................................................................................1 1.0 INTRODUCTION..................................................................................................................2 2.0 PROJECT INFORMATION.....................................................................................................3 2.1 Project Location/Current Site Use..........................................................................................3 2.2 Proposed Construction...........................................................................................................3 3.0 FIELD EXPLORATION...........................................................................................................4 3.1 Subsurface Characterization..................................................................................................4 3.2 Groundwater Observations....................................................................................................5 3.3 Laboratory Testing.................................................................................................................5 4.0 DESIGN RECOMMENDATIONS.............................................................................................7 4.1 Foundations - Monolithic Slab-On-Grade..............................................................................7 4.2 Building Perimeter Conditions...............................................................................................8 4.3 Site Retaining Walls................................................................................................................9 4.4 Seismic Design Considerations.............................................................................................10 4.5 Pavement Sections — Exterior parking and travel................................................................11 4.6 Pools.....................................................................................................................................12 5.0 SITE CONSTRUCTION RECOMMENDATIONS.......................................................................14 5.1 Subgrade Preparation..........................................................................................................14 5.1.1 Stripping and Grubbing...............................................................................................14 5.1.2 Proofrolling (Soil Subgrades)......................................................................................14 5.1.3 Site Temporary Dewatering........................................................................................14 5.1.4 Rock Excavation Considerations.................................................................................15 5.2 Earthwork Operations..........................................................................................................16 5.3 Material Specifications.........................................................................................................17 5.3.1 Clay Fill (Building Pads)...............................................................................................17 5.3.2 Common Fill (Outside Building Pads)..........................................................................17 5.3.3 Granular Cap - Select Fill.............................................................................................17 5.3.4 Granular Cap - Lime Stabilized....................................................................................18 5.4 Foundation and Slab Observations......................................................................................18 5.5 Utility Installations...............................................................................................................18 6.0 CLOSING...........................................................................................................................20 JPllefferson Ridglea Village ECS Project No. 63:1490 APPENDICES Appendix A — Figures • Site Location Map • Boring Location Diagram • Regional Geology Appendix B — Field Operations • Reference Notes for Boring Logs • Boring Logs B-1 to B-15 Appendix C — Laboratory Testing • Laboratory Testing Summary Appendix D — Supplemental Report Documents • Clay Plug at Utility Trench August 6, 2021 Page ii JPI Jefferson Ridglea Village ECS Project No. 63:1490 EXECUTIVE SUMMARY August 6, 2021 Page 1 The following summarizes the main findings of the exploration, particularly those that may have a cost impact on the planned development. Further, our principal foundation recommendations are summarized. This Executive Summary is intended as a very brief overview of the primary geotechnical conditions that are expected to affect design and construction. Information gleaned from the executive summary should not be utilized in lieu of reading the entire geotechnical report. • Per information supplied by JPI dated May 10, 2021, the project consists of multi -family residential buildings and single-family townhomes. Associated parking spaces and driveways are also included in the project. • The borings encountered fat clays and some lean clays with limestone seams over tan limestone. Gray limestone was encountered below the overburden soils to maximum boring termination depth of about 20 feet. Groundwater seepage was not observed within the borings during drilling or at completion of drilling. • For the proposed single-family structures, subgrade improvements may not be required if a PVM of 4.5 inches or less is acceptable. For the multifamily residential structures and leasing and amenity office subgrade improvements may be required to reduce the PVM to 2.0 inches or less. • The planned residential buildings can be supported on a monolithic post -tensioned slab on a grade foundation system. • It is recommended that ECS conduct a geotechnical review of the project plans (prior to issuance for construction) to check to see that ECS' geotechnical recommendations have been properly interpreted and implemented. • To prevent misinterpretation of ECS recommendations, ECS should be retained to perform quality control testing and documentation during construction of the earthwork and foundations for the project. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 2 1.0 INTRODUCTION The purpose of this study was to provide geotechnical information for the design of multi -family residential development on an approximately 10.88 acres. Associated utility improvements and surface parking/driveways are also included in the project. The recommendations developed for this report are based on project information on the "Site Plan", prepared by WDG, dated May 10, 2021. Our services were provided in accordance with our Proposal No. 63:1851-GP dated May 14, 2021, and was executed on June 17, 2021, which includes our Terms and Conditions of Service. This report contains the procedures and results of our subsurface exploration and laboratory testing programs, review of existing site conditions, engineering analyses, and recommendations for the design and construction of the project. The report includes the following items. • A brief review and description of our field and laboratory test procedures and the results of testing conducted. • A review of surface topographical features and site conditions. • A review of area and site geologic conditions. • A review of subsurface soil stratigraphy with pertinent available physical properties. • A final copy of our soil test borings. • Recommendations for foundation. • Recommendations for site retaining walls. • Recommendations for pavements. • Recommendations for site preparation and construction of compacted fills, including an evaluation of on -site soils for use as compacted fills. JPI Jefferson Ridglea Village ECS Project No. 63:1490 2.0 PROJECT INFORMATION 2.1 PROJECT LOCATION/CURRENT SITE USE August 6, 2021 Page 3 The project site is located southeast corner of Bryant Irvin Road and Calmont Avenue in Fort Worth, Texas (GPS: 32.7336,-96.4117). The site is developed with existing residential structures and pavements. The location is depicted in Figure 2.1.1 as shown below. West F,wy Gatmonl qye Figure 2.1.1 Site Location 2.2 PROPOSED CONSTRUCTION !0f , `. *4! All Based on NCTCOG (www.dfwmaps.com) topographical maps, the site slopes down from the west to east with maximum and minimum elevation of about 740 ft and 716 feet, respectively . The following information explains our understanding of the planned development including the proposed buildings: SUBJECT DESIGN INFORMATION / ASSUMPTIONS Site Area 10.8828 acres Number of Stories 3 & 4 stories multifamily buildings, 2-stories leasing & amenity office and 2 story townhomes above grade with no underground structures Usage Residential Finished Floor Elevation (assumed) Within 2 feet of existing ground elevation JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 4 3.0 FIELD EXPLORATION The field exploration was planned with the objective of characterizing the project site in general geotechnical and geological terms and to evaluate subsequent field and laboratory data to assist in the determination of geotechnical recommendations. The subsurface conditions were explored by fifteen borings drilled to depths of about 20 feet below the existing site grades. A truck -mounted drill rig with continuous flight augers was utilized to drill the borings. The boring locations were determined by and identified in the field by ECS personnel using the supplied diagram. The approximate as -drilled boring locations are shown on the Boring Location Diagram in Appendix A. The ground surface elevations noted in this report were obtained from NCTCOG (www.dfwmaps.com), which provided elevation contours in 2-foot intervals Representative soil samples were obtained by means of the split -barrel and Shelby tube sampling procedures in accordance with ASTM Specifications D-1586 and D-1587, respectively. In the split - barrel sampling procedure, a 2-inch O.D., and split -barrel sampler is driven into the soil a distance of 18 inches by means of a 140-pound hammer falling 30 inches. The number of blows required to drive the sampler through a 12-inch interval is termed the Standard Penetration Test (SPT) value and is indicated for each sample on the boring logs. In the Shelby tube sampling procedure, a thin walled, steel seamless tube with sharp cutting edges is pushed hydraulically into the soil, and a relatively undisturbed sample is obtained. Texas Cone Penetrometer tests were performed to evaluate the load carrying capacity of the tan and gray limestone encountered. These tests were performed in general accordance with test method Tex-132-E in the Texas Department of Transportation (TxDOT) Manual of Testing Procedures. The results of these tests are shown on the attached boring logs at the depths of occurrence. Field logs of the soils encountered in the borings were maintained by the drill crew. After recovery, each geotechnical soil sample was removed from the sampler and visually classified. Representative portions of each soil sample were then wrapped in plastic and transported to our laboratory for further visual examination and laboratory testing. After completion of the drilling operations, the boreholes were backfilled with auger cuttings to the existing ground surface and pavements were patched with concrete. 3.1 SUBSURFACE CHARACTERIZATION The regional parent geologic mapping indicates that the site is underlain by the Duck Creek (Kdc). The parent rock of the Duck Creek formation consists predominately of hard limestone with marl layers. Generally, the more intact un-weathered limestone is grayish in color and weathers into a tan limestone or into highly plastic clay soils. These clays typically exhibit high to very high shrink/swell with change in moisture contents. The clays can typically range from Tan directly above the rock to darker colors near the ground surface and will have higher shrink/swell tendencies near the surface. Please refer to the regional geology in Appendix A. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 5 The subsurface conditions encountered were generally consistent with published geological mapping. The following sections provide generalized characterizations of the soil and rock strata. Please refer to the boring logs in Appendix B. Subsurface Stratigraphy Approximate Depth to Elevation of Bottom of Bottom of Strata (ft) Strata (1)(ft) Description 2 to 42 EL. + 714.0 to 738.0 1 (CH) FAT CLAY, dark brown Hard 6 to 10' EL. + 710.0 to 732.0 II (CL) LEAN CLAY, brown, light Hard brown, with limestone seams tan, , 13 to 182 EL. + 703.0 to 725.0 III LIMESTONE, with clay seams 202 a EL. + 696.0 to 720.0 IV LIMESTONE, gray Notes: (1) Please note that the ground surface elevations were or were not surveyed by a licensed surveyor; these elevations are approximate based on dfwmaps.com. Elevation ranges are approximate +/- several feet. (2) Encountered in all borings. (3) Encountered in boring B-1, B-10, B-11, B-12, B-14 and B-15. (4) Boring termination depth. 3.2 GROUNDWATER OBSERVATIONS Groundwater level observations were made in the borings during drilling operations. In auger drilling operations, water is not introduced into the borehole and the groundwater position can often be determined by observing water flowing into the excavation. Furthermore, visual observation of soil samples retrieved can often be used in evaluating the groundwater conditions. Groundwater was not observed in any borings during drilling or at completion of drilling. Variations in groundwater levels can occur as a result of changes in precipitation, evaporation, surface water runoff, construction activities, and other factors not immediately apparent at the time of this exploration. The highest groundwater observations are normally observed in the late winter and early spring. Therefore, the groundwater conditions at this site could be different at the time of construction. The possibility of groundwater level fluctuation should be considered when developing the design and construction plans for the project. 3.3 LABORATORY TESTING The laboratory testing consisted of selected tests performed on samples obtained during our field exploration operations. Classification and index property tests were performed on representative soil samples. The tests included moisture content, Atterberg limits and gradation tests (percent passing No. 200 sieve). Soil samples were visually classified on the basis of texture and plasticity in accordance with ASTM D2488 Standard Practice for Description and Identification of Soils (Visual -Manual Procedures) and including USCS classification symbols, and ASTM D2487 Standard Practice for Classification JPI Jefferson Ridglea Village ECS Project No. 63:1490 August 6, 2021 Page 6 for Engineering Purposes (Unified Soil Classification System (USCS). After classification, the samples were grouped in the major zones noted on the boring logs in Appendix B. The group symbols for each soil type are indicated in parentheses along with the soil descriptions. The stratification lines between strata on the logs are approximate; in situ, the transitions may be gradual. JPI Jefferson Ridglea Village ECS Project No. 63:1490 4.0 DESIGN RECOMMENDATIONS August 6, 2021 Page 7 The following recommendations have been developed on the basis of previously described project characteristics and subsurface conditions. If there are any changes to the project characteristics or if different subsurface conditions are encountered during construction, ECS should be consulted so that the recommendations of this report can be reviewed. Since the grading plans were not available at the time of preparing this report, we have assumed that the foundation elevation will be within 2 feet of the existing site grades. If the finished floor elevation deviates from this assumed grade, the recommendations provided below should be evaluated by our office. 4.1 FOUNDATIONS - MONOLITHIC SLAB -ON -GRADE We recommend that the planned residential structures be supported by a monolithic slab-on- grade/grade beam structural foundation system. This system may be designed by post -tensioning. Expansive clays are present at the site. The potential movements of floor slabs placed at or above the existing grade are estimated to be about 1.5 to 3.5 inches. Subgrade Improvements are not required if PVM of 4.5 inches is acceptable for the single-family townhomes. For multi -family residential buildings and leasing and amenity office, subgrade improvements are required to reduce the PVM to 2 inches or less. Please refer to the table below for estimated PVM and pad improvement recommendations. These subgrade improvements should extend at least 5 feet beyond the edge of the building pads. Recommended Subgrade Improvements Area Borin No. Depth of Moisture Total Depth of Improved Anticipated PVM inch g Conditioning (feetll, 2 Zone (Feetll, z p (inch) West Block and Leasing 3.0 3.0 1 & Amenity Office/Boring 2.0 2.0 1.5 B-1 to B-5 1.0 1.0 2.0 2.0 2.0 1 East Block/Boring B-6 to 1.0 1.0 1.5 B-9 N/A N/A 2.0 1.0 1.0 1 Town homes/Boring B-10 1.5 1.5 1.5 to B-15 2.0 2.0 2.0 N/A N/A 3.5 1 If the moisture of the pads is maintained throughout construction, no cap is required. Otherwise, the pads should be covered with a 12-inches granular cap, 8-inches of lime stabilized clay, or covered with poly. z - or top of tan limestone. These design parameters assume that positive drainage will be provided away from the structures and with moderate irrigation of surrounding lawn and planter areas with no excessive wetting or drying of soils adjacent to the foundations. Greater potential movements could occur with extreme wetting or drying of the soils due to ponding of water, plumbing leaks, or lack of irrigation. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 8 The following design parameters are recommended for the Post -Tensioning Institute's slab -on - grade design method (3rd Edition): Recommended PTI Parameters (PVR 2 inches or Less) Perimeter Beam Depth Below Center Lift Edge Lift Exterior Grade Em (feet) Ym (inches) Em (feet) Ym (inches) 12 inches 6.7 0.9 3.7 1.1 24 inches 6.7 0.7 3.7 0.9 30 inches 6.7 0.5 3.7 0.5 36 inches 6.7 0.4 3.7 0.4 A net allowable soil bearing pressure of 3,000 psf (multifamily) and 2,000 psf (single family) can be used to design grade beams founded on the reworked existing soils as described in the section titled "Earthwork Operations". Grade beams should have a minimum width of 12 inches to reduce the possibility of foundation bearing failure and excessive settlement due to local shear or "punching" failures. Fills should be sloped to drain surface water away from the structure. A 10-mil vapor barrier of polyethylene sheeting or similar material should be placed beneath the slab to minimize moisture migration through the slab. If a vapor barrier is considered to provide moisture protection, special attention should be given to the surface curing of the slabs to minimize uneven drying of the slabs and associated cracking and/or slab curling. The use of a blotter or cushion layer above the vapor barrier can also be considered for project -specific reasons. 4.2 BUILDING PERIMETER CONDITIONS Soils placed along the exterior of each building should be on -site clay soils placed and compacted in accordance with this report. The purpose of this clay backfill is to reduce the opportunity for surface or subsurface water infiltration beneath the structure. Additionally, where penetrations into the structure occur, a clay plug (or suitable synthetic alternative) should be placed at the building line to reduce the opportunity for infiltrating water, regardless of the backfill material. A typical clay plug at utility trench detail is provided in Appendix D of the report. Positive drainage away from the structures should also be provided. Additionally, Irrigation of lawn and landscaped areas should be moderate, with no excessive wetting or drying of soils around the perimeter of the structures allowed. Trees and bushes/shrubs planted near the perimeter of the structures can withdraw large amounts of water from the soils and should be planted at least their anticipated mature height away from the buildings. Where flatwork is placed against or near the structure, a positive seal must be installed and adequately maintained to reduce water intrusion. Down spouts and gutters should be used to collect and distribute water away from the structure. Routine maintenance is required to ensure that the recommendations contained in this report are followed and maintained. Greater potential movements could occur with extreme wetting or drying of the soils due to poor drainage, ponding of water, plumbing leaks, lack of irrigation, and/or lack of routine maintenance, etc. JPI Jefferson Ridglea Village ECS Project No. 63:1490 4.3 SITE RETAINING WALLS August 6, 2021 Page 9 Unlike below grade walls, site retaining walls are free to rotate at the top (not restrained). For these walls the "Active" (ka) soil condition should be used along with a triangular distribution of earth pressures. In addition, site retaining walls should be designed to withstand lateral earth pressures exerted by the backfill and any surcharge loads within the "Critical Soil Zone". The Critical Zone is defined as the area between the back of the retaining wall footing and an imaginary line projected upward and rearward at a 45-degree angle (see figure below). The lateral earth pressures developed behind site retaining walls are a function of the backfill soil type, backfill slope angle, and any surcharge loads. For the design of site retaining walls, we recommend the soil parameters provided below. RETAINING WALL BACKFILL IN THE CRITICAL SOIL ZONE Soil Parameter Soil Classification Coefficient of Active Earth Pressure (Ka) ............................................................................................................... Retained Soil Moist Unit Weight (y) ............................................................................................................... Cohesion (C) ............................................................................................................... Angle of Internal Friction (4) Active Equivalent Fluid Pressure FOUNDATION SOILS Soil Parameter I Estimated value Allowable Soil Bearing Pressure Minimum Wall Embedment Below Grade Coefficient of Passive Earth Pressure (Kp) .......................................................................................................................................... Soil Moist Unit Weight (y) .......................................................................................................................................... Cohesion (C) .......................................................................................................................................... Interface Friction Angle [Concrete on Soil] (4)f) .......................................................................................................................................... Sliding Friction Coefficient [Concrete on Soil] (µ) .......................................................................................................................................... Passive Equivalent Fluid Pressure 3,000 24 inches 2.04 120 pcf 0 psf 20' ..................... 0.3 245H (psf) It is critical that the soils used for backfill of the retaining walls meet the soil parameters recommended above. If the soils available do not meet those parameters, then ECS should be contacted to provide revised values, and to confirm that only suitable soils will be used for wall backfill. Care should be used to avoid the operation of heavy equipment to compact the wall backfill since it may overload and damage the wall. In addition, such loads are not typically considered in the design of site retaining walls, and are not provided for in our recommendations. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 10 Wall Drainage: Retaining walls should be provided with a wall and foundation drainage system to relieve hydrostatic pressures which may develop behind the walls. This system should consist of weepholes through the wall and/or a 4-inch perforated, closed joint drain line located along the backside of the walls above the top of the footing. The drain line should be surrounded by a minimum of 6 inches of AASHTO #57 Stone wrapped with an approved non -woven geotextile, such as Mirafi 140-N or equivalent. Wall drains can consist of a 12-inch wide zone of free draining gravel, such as AASHTO #57 Stone, employed directly behind the wall and separated from the soils beyond with a non -woven geotextile. Alternatively, the wall drain can consist of a suitable geocomposite drainage board material. The wall drain should be hydraulically connected to the foundation drain. 4.4 SEISMIC DESIGN CONSIDERATIONS Seismic Site Classification: The International Building Code (IBC) 2015 requires site classification for seismic design based on the upper 100 feet of a soil profile. The methods are utilized in classifying sites, namely the shear wave velocity (vs) method; the undrained shear strength (s,,) method. and the Standard Penetration Resistance (N-value) method. The undrained shear strength (s,,) method was used in classifying this site. Seismic Site Classification SEISMIC SITE CLASSIFICATION Site Class Soil Profile Name Shear Wave Velocity, Vs, (ft./s) N value (bpf) Su (psf) A Hard Rock Vs > 5,000 fps N/A N/A B Rock 2,500 < Vs 5 5,000 fps N/A N/A C Very dense soil and soft rock 1,200 < Vs <_ 2,500 fps >50 s,>_ 2,000 D Stiff Soil Profile 600 <_ Vs <_ 1,200 fps 15 to 60 1,000 <_ s, <_ 2000 E Soft Soil Profile Vs < 600 fps <15 s' < 1000 Based upon our interpretation of the subsurface conditions, the appropriate Seismic Site Classification is "B" as shown in the preceding table. Ground Motion Parameters: In addition to the seismic site classification, ECS has determined the design spectral response acceleration parameters following the IBC methodology. The Mapped Reponses were estimated from the USGS website https://earthquake.usgs.gov/ws/designmaps/. The design responses for the short (0.2 sec, SDs) and 1-second period (SD1) are noted in bold at the far right end of the following table. Ground Motion Parameters GROUND MOTION PARAMETERS [IBC 2015 Method] Mapped Spectral Design Spectral Values of Site Maximum Spectral Period Response Coefficient Response Acceleration Response (sec) Accelerations Acceleration for Site Class Adjusted for Site Class (g) (g) (g) Reference Figures 1613.3.1 (1) & (2) Tables 1613.3.3 (1) & (2) Eqs. 16-37 & 16-38 Eqs. 16-39 & 16-40 SDs=2/3 0.2 Ss I 0.087 Fa I 1.0 Snas=FaSs I 0.087 I 0.058 SMs JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 11 GROUND MOTION PARAMETERS [IBC 2015 Method] Mapped Spectral Design Spectral Period Response Values of Site Maximum Spectral Response (sec) Accelerations Coefficient Response Acceleration Acceleration (g) for Site Class Adjusted for Site Class (g) (g) Soi /32= 1.0 Si 0.048 Fv 1.0 SMi=FvS1 0.048 0.032 The Site Class definition should not be confused with the Seismic Design Category designation which the Structural Engineer typically assesses. If a higher site classification is beneficial to the project, we can provide additional testing methods that may yield more favorable results. 4.5 PAVEMENT SECTIONS — EXTERIOR PARKING AND TRAVEL As previously noted, the PVM of this site is up to about 1.5 to 3.5 inches. Should these movements be unacceptable for the pavements, the recommendations included in this report to achieve more desirable future movements, should be followed. All proposed paved areas should be proof rolled with heavy compaction equipment to attempt to locate any soft or undesirable soils so they can be removed and replaced with properly placed and compacted soils. Any new fill may consist of on -site soils or similar. These materials should be compacted to at least 95% of the Maximum Dry Density at or above optimum as obtained using the Standard Proctor Method (ASTM D-698). Care should be taken to verify and preserve the specified moisture levels in the reworked clays prior to placement of the pavements. Both asphalt pavement and Portland cement concrete pavement can be considered for this site. Lime stabilization is recommended beneath asphaltic concrete pavements. Portland cement concrete pavement may be placed on lime stabilized subgrade or compacted subgrade without lime stabilization. If lime stabilization is considered, we recommend testing the soils for soluble sulfate during construction. We should be contacted to evaluate the feasibility of lime stabilization. For lime stabilization, a preliminary application rate of 6% lime by dry weight of clay can be used. The actual amount of lime required should be confirmed by additional laboratory tests (lime series) during the construction phase. The lime stabilization should conform TxDOT Item 260. The stabilized soil should be compacted to at least 95% of the Maximum Dry Density at workable moisture contents of about 3 percentage points above the optimum moisture content as obtained using the Standard Proctor Method (ASTM D-698). Stabilization should extend at least 1 foot beyond the pavement edges. Typical pavement sections are provided below. The Standard Duty and Medium Duty asphalt pavements with lime stabilization are adequate for design life of 50,000 and 100,000 ESAL, respectively. The Standard Duty and Medium Duty concrete pavements without lime stabilization are adequate for design life of 50,000 and 125,000 ESAL, respectively. If lime stabilization is performed beneath concrete pavements, the Standard Duty and Medium Duty concrete pavements are adequate for design life of 80,000 and 200,000 ESAL, respectively. In some cases, jurisdictional standards for pavement section construction may exceed those provided below. In that case, the pavement sections should follow the jurisdictional standards. JPI Jefferson Ridglea Village ECS Project No. 63:1490 Pavement Sections — Private Drives and Parking August 6, 2021 Page 12 Asphaltic Concrete Pavement Portland Cement Concrete (PCQ Material Designation Pavement Automobile Firelane Automobile Firelane Standard Duty Heavy Duty Standard Duty Heavy Duty Asphalt Surface Course 2 inches 2 inches - - Asphalt Binder Course' 3 inches 4 inches - - Portland Cement Concrete - - 5 inches 6 inches Subgrades 6 inches 6 inches 6 inches 6 inches Re -worked Lime stabilized Re -worked Lime stabilized 1 Flexible base material may be substituted for the asphalt binder using a substitute ratio of 2.5 inches of flexible base for each inch of asphalt binder. z In lieu of lime stabilization, the Portland cement concrete thickness should be increased by one inch. 3 Granular base (or flex base) materials may be substituted with the lime stabilization at an equivalent thickness substitution. An important consideration with the design and construction of pavements is surface and subsurface drainage. Where standing water develops, either on the pavement surface or within the base course layer, softening of the subgrade and other problems related to the deterioration of the pavement can be expected. Furthermore, good drainage should reduce the possibility of the subgrade materials becoming saturated during the normal service period of the pavement. Pavement should be specified, constructed and tested to meet the following requirements: 1. Reinforcing steel may consist of #3 reinforcing steel bars placed at 18 inches on center each way. 2. Portland Cement Concrete: Minimum compressive strength of 3,600 lbs. per sq inch at 28 days. Concrete should be designed with 3 to 6 percent entrained air. 3. Hot Mix Asphaltic Concrete: Item 340 of the TxDOT Standard Specifications, Type A or B Base Course (binder), Type D Surface Course. The coarse aggregate in the surface course should be crushed limestone rather than gravel. 4. Flexible Base Material: Item 247 of the TxDOT Standard Specifications, Type D, Grade 1 or 2. The material should be compacted to a minimum 95 percent of standard Proctor maximum dry density (ASTM D 698) and within three percentage points of the material's optimum moisture content. 4.6 POOLS There are a variety of construction techniques for pools utilized in this region. The lowest risk option to minimize and practically eliminate the impact of the active clays would be to support the pool on a suspended slab supported by a drilled pier foundation system and 12 inch carton forms. Other techniques include moisture pressure injection as well as select undercut moisture conditioning or full replacement of the active clays as outlined previously. Often, pools are constructed without either perimeter or underslab drain systems. Under this scenario, we recommend that the underslab of the pool be over excavated 6 inches, and a clean JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 13 granular fill be placed at the pool base. Within the pool, pressure release valves (commonly called "pop outs") should be installed in the pool bottom to relieve any hydrostatic pressure should the pool be drained during seasonal high water tables. Additionally, a 4 inch diameter perforated pipe should be installed in the middle of the proposed swimming pool along the long axis. Although the true groundwater table was not observed during our exploration perched conditions may exist. At the edge of the pool, we recommend that a cantilever portion of the pool walkway be extended beyond the structural walls (with our without subgrade improvements). This is especially true if a cast in place approach is performed, where backfill is required around the perimeter of the pool. Otherwise, differential settlement will occur, which can create a trip hazard and leaking causing swelling of the underlying clays (with or without subgrade improvements). If a "neat" excavation approach is used in developing the pool, such as one using gunnite to form the walls, then differential settlement exterior to the pool is less of an issue, but will not eliminate differential movements. Using gunnite, the walls should be designed for active clay pressures, swell pressures, and full hydrostatic conditions. JPI Jefferson Ridglea Village ECS Project No. 63:1490 5.0 SITE CONSTRUCTION RECOMMENDATIONS 5.1 SUBGRADE PREPARATION August 6, 2021 Page 14 In a dry and undisturbed state, the soil at the site will provide good subgrade support for fill placement and construction operations. However, the soils at the site contain fines which are considered moderately erodible, moisture and disturbance sensitive when wet and degrade quickly with disturbance from contractor operations. Therefore, good site drainage should be maintained during earthwork operations in order to keep the surface water away from the project area during the construction phase. We recommend that an attempt be made to enhance the natural drainage without interrupting its pattern. The erosion and sedimentation shall be controlled in accordance with sound engineering practice and current jurisdictional requirements. 5.1.1 Stripping and Grubbing The subgrade preparation should consist of stripping vegetation, rootmat, topsoil, existing pavements, and soft or yielding materials from the 5-foot expanded pavement limits. In grassy areas of the site may have about 6 inches of topsoil. Deeper topsoil or organic laden soils may be present in other landscaping areas. The root balls in large trees may extend deep and will require additional localized stripping depth to completely remove the organics. ECS should be retained to verify that topsoil and yielding surficial materials have been removed prior to the placement of new fill or construction of pavements. 5.1.2 Proofrolling (Soil Subgrades) Prior to fill placement or other construction on subgrades, the subgrades should be evaluated by an ECS field technician. The exposed subgrade should be proofrolled with construction equipment having a minimum axle load of 10 tons [e.g. fully loaded tandem -axle dump truck]. Proofrolling should be traversed in two perpendicular directions with overlapping passes of the vehicle under the observation of an ECS technician. This procedure is intended to assist in identifying any localized yielding materials. Where proofrolling identifies areas that are yielding or "pumping" subgrade those areas should be repaired prior to the placement of subsequent fill or other construction materials. Methods of stabilization include undercutting, moisture conditioning, or chemical stabilization. The situation should be discussed with ECS to determine the appropriate procedure. Test pits may be excavated to explore the shallow subsurface materials to help in identifying the cause of the observed unstable materials, and to assist in the evaluation of appropriate actions to prepare the subgrade. 5.1.3 Site Temporary Dewatering Perched Groundwater: Groundwater on this site can be characterized as being broadly perched above less permeable materials. The depth at which perched water is present on the site varies with surface elevation. In higher areas and on ridge lines, perched water may be present, including above design cut elevations, but is less concentrated. Soils at contact with perched water levels were very moist to wet. In most cases, moisture then decreased with depth. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 15 Limited Excavation Dewatering: Based upon our subsurface exploration at this site, we believe construction dewatering at this site will be mainly limited to removing accumulated rain water from low lying areas and some minor seepage from the support of excavation (SOE). Deep wells should not be required for the temporary dewatering system. However, the dewatering operations can be handled by the use of conventional submersible pumps directly in the excavation, temporary trenches, and/or French drains. If temporary sump pits are used, we recommend they be established at an elevation approximately 4 feet below the bottom of the excavation subgrade or bottom of footing. A perforated 55 gallon drum or other temporary structure could be used to house the pump. If dewatering cannot be accomplished by other means, we recommend continuous dewatering of the excavations using electric pumps or manned gasoline pumps be used during construction. Details of a typical French drainage installation are included in Appendix D. A typical French drain consists of an 18 to 24-inch wide by 18 to 24-inch deep bed of AASHTO #57 stone wrapped in a medium duty, non -woven geotextile. Actual dimensions should be as determined necessary during construction. After the installation has been completed, the geotextile should be wrapped over the top of the gravel followed by placement of backfill. 5.1.4 Rock Excavation Considerations Shallow rock was encountered during our subsurface exploration and rock excavation techniques may be necessary for this project. It has been our experience that single -tooth rippers can usually rip to depths on the order of two (2) to three (3) feet below the top of the tan limestone in large, open, excavations. Below that, or in small excavations, more extensive efforts are required. If excavations are advanced deeper than 1 to 2 feet below the top of the tan limestone, excavation or ripping can be achieved only with great difficulty, and other means are normally required in order to facilitate removal of the rock. For purposes of contract terms, we recommend that "rock" be defined as follows: "Rock shall be defined as those natural materials which cannot be excavated in an open excavation with a Caterpillar Model No. D-8, heavy duty tract type -tractor, weighted at not less than 285 hp (flywheel power) and equipped with a single -shank hydraulic ripper, capable of exerting not less than 45,000 lbs. breakout force, or equivalent machinery. For footings, utility trenches and pits, rock shall be defined as those materials that cannot be excavated with a Caterpillar Model No. 215D LC tract -type hydraulic excavator, equipped with a 42-inch wide short -tip radius rock bucket, rated at not less than 120 hp flywheel power with bucket -curling force of not less than 25,000 lbs. and stick -crowd force of not less than 18,000 lbs." Depending on the excavation methods, the rock at this site will typically excavate in relatively large, blocky and platy pieces, which are difficult to compact for suitable long-term performance. Also, these materials experience rapid degradation due to weathering over relatively short periods of time, once exposed to air and water conditions. Therefore, these larger pieces, which break up as rock -like fragments in the initial excavation, must be compacted with sufficient compaction energy to substantially break them down into soil size particles during construction. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 16 Excavated tan limestone may be suitable for fill within the building and paving limits. For the purposes of this report, all rock materials excavated at the site will be considered nondurable. Nondurable rock materials removed during excavations may be used as fill if suitably decomposed by mechanical effort. Durability is the term used to describe the ability of a rock or rock -like material to withstand long term chemical and mechanical weathering without size degradation. Any rock excavated from the site and used as earthwork fill should have a well -graded grain size distribution with rock and soil particles ranging from clay or silt size particles to a maximum size of 4 inches in diameter with 2 inch thick plates. Particles larger than this should be decomposed by mechanical compaction equipment to achieve the desired grain size distribution. Once appropriately broken down, this material may then be placed and compacted at workable moisture contents above the optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtain using the Standard Proctor Method (ASTM D-698). 5.2 EARTHWORK OPERATIONS Prior to placement of any new general fill, subgrades should be scarified to a depth of 6 inches, compacted to at least 95% of Maximum Dry Density as obtained by the Standard Proctor Method (ASTM D-698) and moisture conditioned above the optimum value. Fills should be benched into the existing soils. Onsite soils can be used as fill materials. Imported soil used for general fill should not have a Plasticity Index (PI) of greater than the material encountered onsite. General fill material, outside of the building subgrade improvements, should be placed at or above optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtained by the Standard Proctor Method (ASTM D-698). Fill soils should be placed in 8 inch loose lifts for mass grading operations and 4 inch lifts for trench type excavations where walk behind or "jumping jack" compaction equipment is used. Upon completion of the filling operations, care should be taken to maintain the soil moisture content prior to construction of floor slabs and pavements. Soil moisture levels can be preserved by various methods that can include covering with plastic, watering, etc. If the soil becomes desiccated, the affected material should be removed and replaced, or these materials should be scarified, moisture conditioned and recompacted. Utility cuts should not be left open for extended periods of time and should be properly backfilled. Backfilling should be accomplished with properly compacted on -site soils, rather than granular materials. The clay plug at utility trench detail provided in Appendix D is an acceptable method for the utility trench cut-off. Field density and moisture tests should be performed on each lift as necessary to verify that adequate compaction is achieved. As a guide, one test per 2,500 square feet per lift is recommended in the building and paving areas (two tests minimum per lift). Utility trench backfill should be tested at a rate of one test per lift per each 150 linear feet of trench (two tests minimum per lift). Certain jurisdictional requirements may require testing in addition to that noted previously. Therefore, these specifications should be reviewed and the more stringent specifications should be followed. JPI Jefferson Ridglea Village ECS Project No. 63:1490 5.3 MATERIAL SPECIFICATIONS 5.3.1 Clay Fill (Building Pads) August 6, 2021 Page 17 Reworking of the existing clay subgrades, new building pad fill, and where moisture conditioning is required, is performed to increase the moisture of the clays to a level that reduces their ability to absorb additional water that could result in post -construction heave in these soils. Moisture conditioning will be required for subgrades and new fills within the building pads. These improvements are necessary in order to achieve a uniform PVM of 4.5 inches or less. The subgrade improvements should extend at least 5 feet beyond the edge of the building pads and be covered with poly if foundation construction is not started within 60 days of pad completion. The moisture conditioning should consist of undercutting, scarifying and/or reworking, as required to achieve the required subgrade improvement. During this process, the clay should receive adequate amounts of water to ensure a uniform moisture content of at least +3% or higher above the optimum moisture content. During the addition of water, the soils should be adequately mixed, and re -mixed, to ensure a uniform distribution of the moisture throughout the soil mass. Once appropriately mixed, the material should be compacted to at least 93% of the Maximum Dry Density as obtained using the Standard Proctor Method (ASTM D-698). If constant moisture cannot be maintained, or foundation construction cannot begin within 60 days of pad completion, then we recommend the use of poly to minimize moisture loss of the moisture conditioned pad(s) and in order to maintain the desired PVM. We recommend a vapor barrier (plastic sheeting) be placed above the moisture conditioned soils and extend to the edge of the improved zone (i.e. 5 feet beyond the edge of the building pads). On site soils may be placed over the plastic barrier for protection. 5.3.2 Common Fill (Outside Building Pads) On site or imported fill, outside of the moisture conditioned zone noted previously, may be placed and compacted to at least 95% of the Maximum Dry Density as obtained using the Standard Proctor Method (ASTM D-698). These soils should be reworked to ensure a uniform distribution of water in order to achieve a uniform moisture content distribution at or above the optimum moisture content. 5.3.3 Granular Cap - Select Fill For the purposes of this report, select fill may consist of on site or imported material that is free of debris and organic matter and has a Plasticity Index (PI) less than 15. Crushed limestone, or crushed concrete, may be used for this purpose. The crushed material used for this process should have a minimum Dry Density of 115 pcf. The PI of this material should be evaluated by ECS at the time of construction and may largely be based on the granularity of the material, rather than the PI. The crushed material should have a maximum dimension of 2 inches (if used within the final 4 feet of fill) or 4 inches if used deeper than 4 feet below the slab subgrade. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 18 This material should be placed and compacted at workable moisture contents above the optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtain using the Standard Proctor Method (ASTM D-698). 5.3.4 Granular Cap - Lime Stabilized In lieu of importing select fill, as defined above, the on -site clay soils may be lime stabilized. The advantage to lime stabilization over untreated fill is the nearly "weatherproof" nature of the soil and once placed and compacted the material essentially retains the virtually impermeable nature of the parent clay, limiting water infiltration beneath the building. A preliminary lime application rate of 6% hydrated lime by dry weight of clay should be used for budgeting purposes. The lime stabilized clay should be thoroughly mixed and appropriately mellowed for at least 48 hours and tested for gradation and lime reactivity (pH) prior to final placement and compaction. Once appropriately mixed and mellowed, this material may then be placed and compacted at workable moisture contents at least +3% above the optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtain using the Standard Proctor Method (ASTM D- 698). 5.4 FOUNDATION AND SLAB OBSERVATIONS Protection of Foundation Excavations: Exposure to the environment may weaken the soils in foundations if the foundation excavations remain open for too long a time. Therefore, foundation concrete should be placed immediately after the excavation has been completed, cleaned, and observed. If the bearing soils are softened by surface water intrusion or exposure, the softened soils must be removed from the foundation excavation immediately prior to placement of concrete. 5.5 UTILITY INSTALLATIONS Utility Subgrades: The soils encountered in our exploration are expected to be generally acceptable for support of utility pipes. The pipe subgrades should be observed and probed for stability by ECS. Any loose or yielding materials encountered should be removed and replaced with acceptable material. Utility Backfilling: The granular bedding material (often AASHTO #57 stone) should be at least 4 inches thick, but not less than that specified by the civil engineer's project drawings and specifications. We recommend that the bedding materials be placed up to the springline of the pipe. Fill placed for support of the utilities, as well as backfill over the utilities, should satisfy the project requirements. Excavation Safety: All excavations and slopes should be constructed and maintained in accordance with OSHA excavation safety standards. The contractor is solely responsible for designing, constructing, and maintaining stable temporary excavations and slopes. The contractor's responsible person, as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 19 specified in local, state, and federal safety regulations. ECS is providing this information solely as a service to our client. ECS is not assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. JPI Jefferson Ridglea Village August 6, 2021 ECS Project No. 63:1490 Page 20 6.0 CLOSING ECS has prepared this draft report of findings, evaluations, and recommendations to guide geotechnical-related design and construction aspects of the project. The description of the proposed project is based on information provided to ECS by the client. If any of this information is inaccurate, either due to our interpretation of the documents provided or site or design changes that may occur later, ECS should be contacted immediately in order that we can review the report in light of the changes and provide additional or alternate recommendations as may be required to reflect the proposed construction. Field observations, monitoring, and quality assurance testing during earthwork and foundation installation are an extension of and integral to the geotechnical design recommendation. We recommend that the owner retain these quality assurance services and that ECS be allowed to continue our involvement throughout these critical phases of construction to provide general consultation as issues arise. ECS is not responsible for the conclusions, opinions, or recommendations of others based on the data in this report. APPENDIX A — Figures Site Location Map Boring Location Diagram Regional Geology .• Af —. • .r F �` i .. � � .^�� . � - J4 is 'la7'�.�1 E=l-fcampo-4ve _ GI �a'mpo�4VeNFEI�EampO e++i s PL-14 Ha Cathali� w PrAtie ' ,t 7ers P r-5hifI�Avei%Perskir+Apex` J Carp-lI m BlrchmEsig ve 30 • _ C.almon[ Aloe"- f�2 mel°It-AVe _ w ouF woo F ne� at �-reNow Urgert Ca Horne �fl: ITE R ul - mMvey-AvB ^:la:slLy-lk t . =7 �ari[C—achi's E:ne peke -A re 6@EicekAve �a�tce• - _ � , ¢ �Gr fols at USA Plasma Ce-lte' - v.4aF ma's F Iz�a ® —X LD r*'wv^ek{�Ptie ,S 1QQ th ie Kir*g' di �Zeicc's,Fish,n Clips, _ � L ue Eraraora.Awve m 4. t G .Al 102 ExpressJeu—b a"Tea & Gaffee [ _ M009 kA =l- .��4r1-- _r•� •''tiC. '-� -�� i:': _�s���e"} � �.Y _ _SiIY ti!. r I i e,m,Sr, r .. �� _ .. .. � �.�.•Qili .yI -� FrcR� � :�"11�11� i I •� •f-�'�••--��'..-. -tea---�� _.x�_--=—��4.�,.•"-:�-� 7 AT - a1' ' TLC BORING LOCATION DIAGRAM JPI JEFFERSON RIDGLEA VILLAGE BRYANT IRVIN RD AND CALMONT AVE, FORT WORTH, TEXAS JPI ENGINEER M RZ SCALE AS NOTED PROJECT NO. 63:1490 SHEET 1 OF 1 DATE 8/5/2021 Gal Iv. wl— SN7* Gal /fj/���r/ r'�rr/ : /ir•'� '� ` If .z� hfl7 � M41 A Kd Gin, REGIONAL GEOLOGY ENGINE JPI JEFFERSON RIDGLEA VILLAGE MH SCALE AS NOTED PROJECT NO. 63:1490 SHEET 1 OF 1 BRYANT IRVIN ROAD AND CALMONT AVENUE, FORT WORTH, TEXAS DATE JPI 08/04/2021 APPENDIX B — Field Operations Reference Notes for Boring Logs Boring Logs B-1 to B-15 CLIENT: JPI PROJECT NO.: 63:1490 BORING NO.: B-2 SHEET: 1 of 1 PROJECT NAME: DRILLER/CONTRACTOR: Eco JPI Jefferson Ridglea Village CoreCo USA C� SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 LOSS OF CIRCULATION 1001 NORTHING: EASTING: STATION: SURFACE ELEVATION: BOTTOM OF CASING ' 14909540.3 2457496.8 732.0 oc Plastic Limit Water Content Liquid Limit co z Z LL X 0 L w Z J ® STANDARD PENETRATION BLOWS/Fr = z w [L J J Q DESCRIPTION OF MATERIAL W Q V () ROCK QUALITY DESIGNATION &RECOVERY w U O N K Q w DOZ - RQD REC Q Q W O CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 — 04.50 — S-2 ST 24 24 \ — 04.50 5— S-3 SS 9 9 LIMESTONE, weathered, tan, with clay 727— 20/3" !�isol3^ seams (50so/3") < 4 50/3" 05013. — — (50/3") i i 1 1 50/2" ®50/2° — — (50/2") 10 — 722 — LIMESTONE, gray 15 — 717 — �0/ 2. 2.00° 20_ 712_ 100/ END OF DRILLING AT 20.0 FT 1.00" 25 — 707 — 00 THE STRATIFICATION LINES REPRESENTTHE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: 1 WL (Completion) I DRY BORING COMPLETED: 1u1132021 HAMMER TYPE: Auto SE WL (Seasonal High Water) EQUIPMENT: LOGGED BY: T WL (Stabilized) TruckCME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909491.1 2457737.2 co d Z Z W STATION: = z W DESCRIPTION OF MATERIAL J J O w a o Nv) (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 PROJECT NO.: BORING NO. 63:1490 B-3 DRILLER/CONTRACTOR: CoreCo USA LIMESTONE, weathered, tan, with clay S-2 SS 18 18 seams 5 S-" SS 5 5 S-4 SS 18 18 S-5 SS 18 18 10 15- 20 — 25 — 00 LIMESTONE, gray END OF DRILLING AT 20.0 FT SURFACE ELEVATION 728.0 W v \ w Z J0 N Q w J t0 Z w 25-10-14 (24) 50/5" 723— (5o/5") 5-9-10 (19) 11-10-7 (17) 718- 713- 708 — 703 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC Q CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.00 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 2.50 2.50" 100/ 1.75" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909298.2 2457573.4 co d Z Z W STATION: = z W DESCRIPTION OF MATERIAL J J O w a o Nv) (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 S-2 ST 24 24 PROJECT NO.: BORING NO. 63:1490 B-4 DRILLER/CONTRACTOR: CoreCo USA 5-5--3 ss 5 LiLIMESTONE, weathered, tan, with clay seams S-4 SS 18 18 S-5 SS 18 18 10 15- 20 — 25 — 00 LIMESTONE, gray END OF DRILLING AT 20.0 FT SURFACE ELEVATION 732.0 W v \ w Z J0 N Q w J t0 Z w so/s" 727— (so/s") 10-8-12 (20) 10-10-9 (19) 722 — 717— 712 — 707 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC Q CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 12 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1122021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 2.50 2.50" 100/ 1.25" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909571.6 2457843.0 co d Z Z W STATION: = z W DESCRIPTION OF MATERIAL J J O w a o Nv) (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 S-2 ST 24 24 PROJECT NO.: BORING NO. 63:1490 B-5 DRILLER/CONTRACTOR: CoreCo USA LIMESTONE, weathered, tan, with clay 5 S-3 SS 18 18 seams S-4 SS 18 18 S-5 SS 18 18 10 15- 20 — 25 — 00 LIMESTONE, gray END OF DRILLING AT 20.0 FT SURFACE ELEVATION 728.0 W v \ w Z J0 N Q w J t0 Z w 723 — 35-40-8 (48) 7-16-31 (47) 17-20-22 (42) 718- 713- 708 — 703 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC Q CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 Q Utz 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 2.25 2.25" 100/ 1.50" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909300.9 2457958.5 co d Z Z W STATION: = z W DESCRIPTION OF MATERIAL J c�c J O W cCl G Dcc O C N G K Nv) (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 S-2 ST 24 24 PROJECT NO.: BORING NO. 63:1490 B-6 DRILLER/CONTRACTOR: CoreCo USA LIMESTONE, weathered, tan, with clay 5 S-3 SS 18 18 seams S-4 SS 18 18 — S-5 SS 10 10 10- 15- 20 — 25 — 00 LIMESTONE, gray END OF DRILLING AT 20.0 FT SURFACE ELEVATION: 724.0 W v W Z \ J N J W CO Z 5 w 719 - 14-15-12 (27) 16-17-13 (30) _ 27-50/4" (50/4") 714- 709 — 704 — 699 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC Q CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 04.50 7 ola THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 2.50 � 2.50" rd 100/ 2.00" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909300.4 2457867.9 co d Z Z Z — W STATION: = z W DESCRIPTION OF MATERIAL J c�c J O W cCl G Dcc O C N G K Nv) (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 S-2 ST 24 24 PROJECT NO.: BORING NO. 63:1490 B-7 DRILLER/CONTRACTOR: CoreCo USA LIMESTONE, weathered, tan, with clay 5 S-3 SS 18 18 seams S-4 SS 18 18 — S-5 SS 10 10 10- 15- 20 — 25 — 00 LIMESTONE, gray END OF DRILLING AT 20.0 FT SURFACE ELEVATION: 726.0 v? H W w Z J N J W CO Z 5 w 721 — 14-15-12 - (27) 16-17-13 (30) _ 27-50/4" (50/4") 716- 711— 706 — 701— SHEET: lofl Ec�, I LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC Q CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 04.50 7 ola THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOILTYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto (EQUIPMENT: LOGGED BY: T WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 5.00 � 5.00" 100/ 2.00" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: STATION: 14909564.0 2458110.8 Z co d Z = z w DESCRIPTION OF MATERIAL J w a a O Nv) (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 S-2 ST 24 24 5 S-3 SS 18 18 S-4 SS 18 18 S-5 SS 18 18 10 15- 20 — 25 — 00 LIMESTONE, weathered, tan LIMESTONE, gray PROJECT NO.: BORING NO. 63:1490 B-8 DRILLER/CONTRACTOR: CoreCo USA END OF DRILLING AT 20.0 FT SURFACE ELEVATION 726.0 w v \ w Z J o N � Q w J t0 Z w 721 _ 13-16-17 - (33) 8-12-13 (25) 9-9-15 (24) 716- 711- 706 — 701 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC 0 CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 3 s 4 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BEG RADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 2.50 � 2.50" rd 100/ 2.00" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909529.5 2458311.2 co d Z Z W STATION: = z W DESCRIPTION OF MATERIAL J J O w a a Nv) (CH) FAT CLAY, dark brown, hard - S-1 ST 24 24 PROJECT NO.: BORING NO. 63:1490 B-9 DRILLER/CONTRACTOR: CoreCo USA LIMESTONE, weathered, tan, with clay S-2 SS 18 18 seams 5 S-3 SS 18 18 S-4 SS 18 18 _-S--5 SS 5 5 10- 15- 20 — 25 — 00 LIMESTONE END OF DRILLING AT 20.0 FT SURFACE ELEVATION 724.0 W \ w Z J O N Q w J tO Z w (27) 719 - 12-7-9 (16) 12-8-8 (16) 50/5" — (50/5") 714- 709 — 704 — 699 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � � ® STANDARD PENETRATION BLOWS/FT ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETER TON/SF 8 TEXAS CONE PENETRATION BLOWS/FT 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 2.25 � 2.25" 100/ 2.00" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909138.1 2457321.8 co d Z Z Z — W STATION: = z W DESCRIPTION OF MATERIAL J c�c J O W cCl G Dcc O C N G K Nv) PROJECT NO.: BORING NO. 63:1490 B-10 DRILLER/CONTRACTOR: CoreCo USA (CH) FAT CLAY d k b h d 1 - ar rown, ar — S-1 ST 24 24 (CL) LEAN CLAY, brown, light brown, hard — S-2 ST 24 24 5 — S-3 ST 24 24 — S-4 ST 24 24 LIMESTONE, weathered, tan, with clay S-5 SS 18 18 seams 10 15— LIMESTONE, gray 20 END OF DRILLING AT 20.0 FT 25 — 00 SURFACE ELEVATION: 740.0 v? H W w Z J N J W CO Z 5 w 1 \ - 735 — _ 16-15-11 (26) 730 — 50/3" (50/3") 725 — N 50/3" (50/3") 720 — 715— SHEET: loft Ec�, I LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 04.50 04.50 C)4.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOILTYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 12 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1122021 HAMMER TYPE: Auto (EQUIPMENT: LOGGED BY: T WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: STATION: 14909242.8 2457438.6 Z co d Z Z = z � W DESCRIPTION OF MATERIAL c�c J W Cl G p O Nv) PROJECT NO.: BORING NO. 63:1490 B-11 DRILLER/CONTRACTOR: CoreCo USA (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 XXN S-2 ST 24 24 \ (CL) LEAN CLAY, brown, light brown, with \\� 5— S-3 ST 24 24 limestone seams, hard LIMESTONE, weathered, tan, with clay S-4 SS 18 18 seams 10— LIMESTONE, gray 15— 20 END OF DRILLING AT 20.0 FT 25 — 00 SURFACE ELEVATION: 734.0 v? H W w Z J N o � J W CO Z 5 w 729 — 22-27-13 (40) 50/3" — (50/3") 724 — 719- 714 — 709 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BEG RADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 12 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1122021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 0/3" 3.00 � 3.00" 100/ 2.00" CLIENT: PROJECT NO.: BORING NO.: JPI 63:1490 B-12 PROJECT NAME: DRILLER/CONTRACTOR: JPI Jefferson Ridglea Village CoreCo USA SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: STATION: SURFACE ELEVATION: 14909234.6 2457635.9 730.0 co Z Z J LL w W Z \ F w DESCRIPTION OF MATERIAL > w a a OU Q W m Z N v) (CH) FAT CLAY, dark brown, hard \\ _ — S-1 ST 24 24 = (CL) LEAN CLAY, brown, light brown, hard \ _ S-2 ST 24 24 — 5— S-3 ST 24 24 725— S-4 ST 24 24 — — S-5 ST 24 24 — 10 \ 720 — LIMESTONE, weathered, tan 15 715— LIMESTONE, gray - 20 END OF DRILLING AT 20.0 FT 710 — 25 — 705 — 00 SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � � ® STANDARD PENETRATION BLOWS/FT ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETER TON/SF 8 TEXAS CONE PENETRATION BLOWS/FT 04.50 04.50 04.50 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BEG RADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 3. 0/ 3.00" 100/ 1.50" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909234.6 2457907.0 co d Z Z W STATION: = z W DESCRIPTION OF MATERIAL J J O w a o Nv) (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 S-2 ST 24 24 PROJECT NO.: BORING NO. 63:1490 B-13 DRILLER/CONTRACTOR: CoreCo USA 5 —5--3 ss 5 LiLIMESTONE, weathered, tan, with clay seams S-4 SS 18 18 — S-5 SS 13 13 10- 15- 20 — 25 — 00 LIMESTONE, gray END OF DRILLING AT 20.0 FT SURFACE ELEVATION 724.0 W v \ w Z J0 N Q w J t0 Z w s0/5" 719— (so/s--) 8-9-11 (20) 11-12-50/1" (62/7") 714- 709 — 704 — 699 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � 0 ® STANDARD PENETRATION BLOWS/Fr ROCK QUALITY DESIGNATION & RECOVERY RQD REC Q CALIBRATED PENETROMETERTON/SF 8 TEXAS CONE PENETRATION BLOWSIFT 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 12 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1122021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909233.4 2458085.7 co d Z Z Z — W STATION: = z W DESCRIPTION OF MATERIAL J c�c J O W cd G ddc O C N G K Nv) PROJECT NO.: BORING NO. 63:1490 B-14 DRILLER/CONTRACTOR: CoreCo USA (CH) FAT CLAY, dark brown, hard — S-1 ST 24 24 S-2 ST 24 24 \ (CL) LEAN CLAY, brown, light brown, hard 05 — S-3 ST 24 24 LIMESTONE, weathered, tan, with clay S-4 SS 18 18 seams i i .1 .1 10— LIMESTONE, gray 15— 20 END OF DRILLING AT 20.0 FT 25 — 00 SURFACE ELEVATION: 720.0 v? H W w Z J N O � % J W CO Z 5 w 715— 12-12-11 (23) 50/2" (50/2") 710- 705 — 700 — 695 — SHEET: loft Eco LOSS OF CIRCULATION 1001 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � � ® STANDARD PENETRATION BLOWS/FT ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETER TON/SF 8 TEXAS CONE PENETRATION BLOWS/FT 04.50 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 0/2^ 2.50 � 2.50" rd 100/ 2.00" CLIENT: JPI PROJECT NAME: JPI Jefferson Ridglea Village SITE LOCATION: Bryant Irvin Rd and Calmont Ave, Fort Worth, Texas 76116 NORTHING: EASTING: 14909232.4 2458276.7 co d Z Z Z — W STATION: = z W DESCRIPTION OF MATERIAL J c�c J O W cd G ddc O C N G K Nv) PROJECT NO.: BORING NO. 63:1490 B-15 DRILLER/CONTRACTOR: CoreCo USA (CH) FAT CLAY, dark brown, hard \\ — S-1 ST 24 24 (CL) LEAN CLAY, brown, light brown, hard S-2 ST 24 24 5 — S-3 ST 24 24 ti_u a a LIMESTONE, weathered, tan --S--5 SS 5 5 10— LIMESTONE, gray 15— 20 END OF DRILLING AT 20.0 FT 25 — 00 SURFACE ELEVATION: 716.0 v? H W w Z J N O � % J W CO Z 5 w 711— 50/4" (50/4") 50/5" (50/5") 706 — 701- 696 — 691— SHEET: loft Eco LOSS OF CIRCULATION IBB2 BOTTOM OF CASING ' Plastic Limit Water Content Liquid Limit X � � ® STANDARD PENETRATION BLOWS/FT ROCK QUALITY DESIGNATION & RECOVERY RQD REC O CALIBRATED PENETROMETER TON/SF 8 TEXAS CONE PENETRATION BLOWS/FT 04.50 04.50 04.50 THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL SZ WL (First Encountered) DRY BORING STARTED: Jul 13 2021 CAVE IN DEPTH: I 1 WL (Completion) DRY BORING SE WL (Seasonal High Water) COMPLETED: 1u1132021 HAMMER TYPE: Auto EQUIPMENT: LOGGED BY: �Z WL (Stabilized) Truck CME 55 MH4 DRILLING METHOD: CFA GEOTECHNICAL BOREHOLE LOG 0/4. 0/5" 2. 0/ 2.00° 100/ 1.50" APPENDIX C — Laboratory Testing Laboratory Testing Summary ECS Southwest, LLP Fort Worth, Texas Laboratory Testing Summary Date: 8/3/2021 Project Number: 63:1490 Project Name: JPI Jefferson Ridglea Village Project Engineer: MH Principal Engineer: MZ Summary By: MH Atterberg Limits3 Percent Dry Overburden Swell Boring Sample Depth MCI Soil Passing Unit Final Unconfined Sulfate Compression Number Number (feet) N TypeZ LL PL PI No. 200 Weight Moisture Surcharge Swell Strength (tsf) (ppm) Sieves (pcf) M) (psf) M) B 1 S-1 0.0 - 2.0 18.0 S-3 4.0 - 6.0 12.4 CL 31 20 11 89.5 B-2 S-2 2.0 - 4.0 24.7 CH 79 25 54 90.5 B-3 S-1 0.0 - 2.0 25.7 CH 68 28 40 83.1 B-4 S-2 2.0 - 4.0 20.6 CH 75 27 48 83.3 B-5 S-2 2.0 - 4.0 22.7 CH 78 20 58 79.5 B-6 S-2 2.0 - 4.0 12.1 CH 55 21 34 64.5 B-7 S-2 2.0 - 4.0 19.2 CH 51 16 35 52.1 B-8 S-1 0.0 - 2.0 22.0 CH 58 22 36 81.8 B-9 S-1 0.0 - 2.0 19.5 CH 61 26 35 66.3 B-10 S-2 2.0 - 4.0 11.0 S-4 6.0 - 8.0 11.4 CL 46 14 32 90.2 B-11 S-3 4.0 - 6.0 11.4 CL 32 17 15 86.6 S-1 0.0 - 2.0 15.0 B-12 S-3 4.0 - 6.0 12.9 CL 36 14 22 84.9 S-5 8.0 - 10.0 13.2 CL 49 14 35 90.6 B-13 S-2 2.0 - 4.0 17.5 CH 70 15 55 75.5 B-14 S-3 4.0 - 6.0 9.2 CL 33 17 16 55.6 S-2 2.0 - 4.0 8.3 B-15 S-3 4.0 - 6.0 8.9 CL 30 15 15 68.3 Notes: 1. ASTM D 2216, 2. ASTM D 2487, 3. ASTM D 4318, 4. ASTM D 7260, 5. ASTM D 1140, 6. ASTM D 4546 Definitions: MC: Moisture Content, Soil Type: USCS (Unified Soil Classification System), LL: Liquid Limit, PL: Plastic Limit, PI: Plasticity Index, NP: Non Plastic APPENDIX D — Supplemental Report Documents Clay Plug at Utility Trench French Drain Installation Procedure TYPICAL DETAIL DIAGRAM REFER TO MEP AND/OR CIVIL DRAWINGS FOR TYPICAL BEDDING MATERIALS AT EXTERIOR FACE OF BUILDING. REPLACE BEDDING MATERIALS WITH SITE CLAY SOIL. EXTEND CLAY 2 FEET FROM BUILDING. PLACE IN 8" MAX. LOOSE LIFTS. I COMPACT TO 92% OF STANDARD PROCTOR (ASTM D-698), ABOVE OPTIMUM MOISTURE CONTENT. EL:lr=LLL-Ii i�il I l i� ECCLAY PLUG AT SUTILITY TRENCH -v ENGINEER SCALE NTS DRAFTSMAN PROJECT NO. CLL REVISIONS SHEET 1 OF 1 DATE 11/7/08 FRENCH DRAIN INSTALLATION PROCEDURE NOT TO SCALE FINAL CONFIGURATION VDOT #57 AMOCO 4551 AGGREGATE r GEOTEXTILE I FABRIC - ) �O0 00 III _ � 00 00 00 — oOpoOpoOpoC - T0p0000o - 0O00000� — ?popopop - '�000000ooac . - - : 0000000 0popopop —SUBSOIL 5UBDRAIN USING FILTER FABRIC STEP 2 1 I� `I II�I I I I'it—i I1=1 I E11-1 I I, ,I I I, 4 I I °°'II I 0E 0-00 II _I I,000I�11 I Ulo � THE TRENCH IS FILLED WITH AGGREGATE STEP 1 .......... ................... IIIIIII=III-1I1-1II ;,III,��III���IIIIiIIIIIII: III ' :::::::::: I I_ FABRIC IS UNROLLED DIRECTLY OVER TRENCH STEP 3 THE FABRIC IS LAPPED CLOSED AND COVERED WITH BASE STONE GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH HEMPHILL ROAD & STREETA STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITYPROJECT NO. 103517 Revised July 1, 2011 FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. Special bedding maybe required for some Updated: 11/08/2021 Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) I I 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D4I2/D792 I I 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 I I 04/26/00 33 05 13 Profile Gasket for 4' Diam. MIR. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH I I 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area I 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System I er - Manholes & Bases/Fiberelass 33-39-13 (1/8/13 I I 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowti[e ASTM 3153 Non -traffic area I I 08/30/06 33 39 13 Fiberglass Manholc L.F. Manufacturing Non -traffic area I I j Water & Sewer - Manholes & Bases/Frames & Covers/Rectammlar 33-05-13 (Rev 2/3/16) I I33 05 13 IMaoholc Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD I Water & Sewer - Manholes & Bases/Frames & Covers/Standard Bound) 33-05-13 (Rev 2/3/16) I 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. I I * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. I 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASFTO M306 30" dia. I33 05 13 Manhole Frames and Cove s Sigma Corporation MH-144N I 33 05 13 m Manhole Fraes and Covers Sigma Corporation MH-143N I 33 05 13 Manhole Frames and Cove s Pont-A-Mousson GTS-STD 24" dia. I33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. I 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. I 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. I 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. I 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia I 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia I 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 ASSFITO MI 05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Luck I Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 Bev 2/3/16) I33 05 13 Manhole Frames and Covers Pont-A-Mousson I3305 13 Manhole Frames and Covers Neenah Casting I3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry I* 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. I03/08/00 3305 13 Manhole Frames and Covers Accucast I04/20/01 3305 13 Manhole Frames and Covers (SIP)Seramoore Industries Private Ltd. I �Wr - Manholes & Bases/Precast Concrete 11ev 1/8/13 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp I* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. I09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. I05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company I 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. I 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Pamtight 24" Dia. 24" Dia. 300-24P 24" Dia. WPA24AM 24" Dia. RC-2100 ASTM A 48 24" Dia. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. SPL Item 449 ASTM C 478 41" ASTM C-443 48" 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring Reinforced Polymer Concrete ASTM C-76 48" to 72" 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 1 32 39 20 IManholle, Precast Concrete I Forterra Pipe and Precast 48" LD. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast Reinforced Pol er Concrete Armorock 48" & 60" LD. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast H id Pol cr &PVC Predl S 48" & 60" I.D. Manhole w/32" Cone 48" & 60" ` Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitiou EL rE1-14 Manhole Rehab Systems Quadex I 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform I 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System I 5/12/03 EI-14 Manhole Rehab System (Liner) Poly -triplex Technologies MH repair product to stop infiltration I08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repam Product I F-_ Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious I 05/20/96 EI-14 Manhole Rehab Systems Spravrou, Spray Wall Polyarethane Coating I* EI-14 Manhole Rehab Systems San Coast 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) I 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, S1, S2 I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 I 08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Eggoxy 33 05 16, 33 39 10, RR&C Dampproofing Non-]ribered Spray .3119118 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Grade (Asphatic Emulsion) I I I ASTM D5813 I Misc. Use I I ASTM D639/D790 I For Exterior Coating of Concrete Structures Only Acid Resistance Test Sewer Applications I Sewer Applications I Sewer AO lications I For Exterior Coaling of Concrete Structures Only * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer pipe larder than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Water & Sewer - Manhole Inserts - Field Onerations Use Onlv (Rev 2/3/16) I33 05 13 Manhole Insert Knutson Enterprises Made to Order- Plastic I * 33 05 13 Manhole Insert South Westem Packaging Made to Order - Plastic I * 33 05 13 Manhole Insert Noflm-Inflow Made to Order - Plastic I 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel I 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel I Water & Sewd—fl aCasin! Spacers 33-05-24 (07/01/ 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 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) f Nonyressure Pipe and Grouted Casing "W Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) Updated: 11/08/2021 equired for some pipes. itional Al ASTM D 1248 For 24" dia. ASTM D 1248 For 24" dia. ASTM D 1248 For 24" dia. For 24" dia. For 24" that Up to 48" Up to 48" Up to 48" * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thrn 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thin 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I Sewer - Coatin-s/EDoxv 33-39-60 (01/08/13). 02/25/02 Epoxy Lining System Sauereisen, Inc S—Gard 21ORS LA County 9210-1.33 I 12/14/01 Epoxy Lining System Enech Technical Coatings Ertech 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIBB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I I Sewer - Coatings/Polvurethane I I I Sewer - Combination Air Valves I 05/25/18 I 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LT1`02(Composite Body) 2" I I Sewer - Pioes/Concrete I * EI-04 Conc. Pipe, Reinf ced Wall Concrete Pipe Co. Inc. ASTM C 76 I E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item 977 ASTM C 76 I I E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL item #95 P lanhole, #98 Pirre ASTM C 76 I I* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13) I PIM System PIM Corporation Polyethylene PIM Corp., Piscam Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously I I TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer - Pine/Fibemdass Reinforced Pipe 33-31-13(1/8/1 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non -Pressure) ASTM D3262/D3754 I 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bo idstrand RPMP Pipe ASTM D3262/D3754 I I 04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 I I 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V I I06/09/10 E I-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 I I Sewer - PiDes/HDPE 33-31-23(1/8/131 I * High -density polyethylene pipe Phillips Dnscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" I High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" I I High -density polyethylene pipe Polly Pipe, hic. ASTM D 1248 8" I High -density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 I I Sewer -Pines Pressure Sewer 157 I 12/02/11 33-II-I� DR-I4 PVC Pressure Pipe Pipelife Jetsheam PVC Pressure Pipe AWWA C900 4"thin l2" 10/22/14 I 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thrn 12" I * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding may be required for some Updated: 11/08/2021 * 12/23/97* ' 01/18/18 11/11/98 * 09/11/12 05/06/05 04/27/06 ' 1 3/19/2018 1 3/19/2018 1 3/29/2019 1 10/21/2020 1 10/22/2020 1 10/21/2020 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33 3120 33 3120 33 3120 33 3120 33 3120 33 3120 PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipc PVC Sewer Pipe PVC Sewer Pine PVC Ss Wall Pipe PVC Sewer Fittings PVC Sewer Fittings PVC Sewer Pipe PVC Sewer PTc Gasketed Fittings (PVC) PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc. (JM Eagle) Piq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, In.c Pipelife Jet Stream Pipelife Jet Stream GPK Products, Inc. NAPCO Sanderson Pipe Corp. NAPCO SDR-26 SDR-26 Gravitv Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Finings SDR 35 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 4" - 15" 4" thin 15" 4" thru 15" 4" thin 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 11" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" * Clued m Place Pipe Insituf Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inlinef Technolgv (Inliner USA) Inliner Technology ASTM F 1216 Sewer - Pines/Rehab/Fold & Farm Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insituf Technologies, Inc. Insituf "NuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter L Sewer - Pioes/Oven Prorde Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Canon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTde HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products D=mx ASTM F 2562 24" to 72" Water - AD 01/18/18 33-12-10 Double Snap Saddle Ronnie 202NS Nylon Coated AW WA C800 1"-2" SVC, up to 24" Pine 08/28/02 Double Strap Saddle Smith Blair 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AW WA C800 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61 OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M 1 %" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. L22-77NL AW WA 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 AW WA C800 1-1 /2" FB6004-NL, FB16004-NL, B11-444-WR- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AW WA C800 B-25000N, B-24277N-3, B-20200N-3, H- AW WA C800, ANSF 61, 1111.18 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-2020oN-3, B-24277N-3,H- AW WA C800, ANSF 61, 1/25/2018 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- AW WA C800, ANSF 61, 1111.18 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 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AW WA C-223 Up to 30" w/12" Out 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Ronnie FTS 420 AW WA C-223 up to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Ronnie SST Stainless Steel AW WA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AW WA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts. Nuts. and Gaskets 33-11-05 (01108/131. * From Original Standard Products List 3 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11/08/2021 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I( on Manufacturer ModelI. National Spec Water -Combination �Jr a ease 33-31-70 (Ol/08/13) ` * EI-11 Combination Au Release Valve GA Industries, Inc. Empire Au and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A v & 2" 240 - that, ASTM A 307 - Cover Bolts * E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 11", 1" 12" * E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Fire Hvdrants 33-1240 (01/15/14S' ateW r—rv�ar-r-e1 10/Ol/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 1.1187 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurin o AWWA 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 Water— Company Shop Drawing No. SK740803 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AW WA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) 70781! AWWA C900, AWWA C605, 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife let Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 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 1-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 DRI8 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4%12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" 01/23/92 EI-07 Ductile Iron Fittings Stu Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C110 * E I-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * EI-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 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co.fUni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Icon Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AW WA C111/C116/C153 4" to I" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AW WA CI11/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" 03/06/19 33-I1-I1 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" 08/10/98 E I-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 Tmhncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Induaries(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 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Induaries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW WA CI11 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-1141 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA C111 4"-12" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-1141 Mechanical Joint Retainer Glands SIP Industnes(Serampore) DRI8 PVC Pipe ASTM A536 AW WA C111 16"-24" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11/08/2021 Note: All water or sewer pipe larder than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding maybe required for some pipes. Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AW WA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AW WA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 (Ductile Iron) AW WA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve Amoncim Flow Control 42" and 48" AFC 2500 AW WA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve Amoncan AVK Company American AVK Resilient Seeded GV AW WA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve Amoncan AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AW WA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AW WA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AW WA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller 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 W Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48"fNote 3) 01/01/91 EI-26 Resilient Seat Gate Valve Stockham Valves & Fittings AW WA C 509, ANSI 420 - stem, 4" - 2" ASTM A 276 Type 304 - Bolts & .its * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Mcoosea1250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) El FlowMaster Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Noroa 225 MR AW WA/ANSI C115/An21.15 4" to 16" aW e�tnes/Valves�fi tinas/Bubber Seated Butterfly Valve 33-12-2TT077IbTRY-S E I-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" * EI-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Domrik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 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 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" OS/12/OS Water - Polvettvlene Encasement 33-11-10 (01/08/13) E1-13 Polyethylene Encasment Flossol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industnes Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - .S'amDI1nE .Station 3/11 6 Water Sampling Station Water Plus B20 Water Sampling Station Water - Automatic Flusher HG6-A-IN-2-BRN-LPRR(Portable) ]OY11 Y20 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 49700 (Portable) * From Original Standard Products List