Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 59983-PM1
CSC No. 59983.p MI PRp�CT IW Cov �bR A UAL 1'NI RUCTION OF IAfI'h'D IY,gT�h, 1'ob ias place S6RV� -IPRC Record FIU 1Vo. 301 � Ject Rio 193,9219 ��4? X File No 2�1p38 E� 28� �68S Hattie Parker Mayor David Co Clu'istWer City Alanagkr Dlrector, ator P. Flerder,P. E Part Director Transpo� Lauren pr1eur meat r- T *A, lon d Pub E lic� or Depart eat The -rePcof city for Ip • t 3842 Fort I ,� • �� 6 �plt *.fpkAL JANUARI, 2p 11 �����.•.•.. 23 lo�3a�� 35 SP�PREPARED �S Lp ENGl By � FARTCG, iC FRlTX 7617434 FCR�caRRy TYSCa0 wORr H, T, 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 00 1113 ' Invitation to Bidders 1002113 0041 00 Bid FaFm 00 42 43 Proposal Form Unit Price 00 43 1-3 B Bend nn� t�;aD T �rAOK-11/4:4efils 0045 12 Prequalification Statement 00 45 43 00 45 26 Contractor Compliance with Workers' Compensation Law 00 52 43 Agreement 0061 25 Certificate of Insurance 0062 13 Performance Bond 0062 14 Payment Bond 0062 19 Maintenance Bond �00 �2 00Genefal Conditions �0073 00Stipp lem entary Conditions 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects Division 01 - General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 nib Preconstruction Meeting D -eje + 01 3233 Meefif g Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 7000 Mobilization and Remobilization 01 7123 Construction Staking 01 7423 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents Last Revised 03/20/2020 05/22/2019 0402,12014 n4 02i 14 09/01/2015 03 m in 04/02/2014 06/ 16/2016 07/01/2011 01/31/2012 01/31/2012 01/31/2012 i,�i7 07 m�lz 01/10/2013 Last Revised 12/20/2012 08/30/2013 08/30/2013 n�in�,12(�4 08/30/2013 08/30/2013 08/30/2013 03/20/2020 07/01/2011 07/01/2011 07/01/2011 03/20/2020 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: htti):Hfortworthtexas.Lyov/taw/contractors/ or httus:Hapes.fortworthtexas.Lyov/ProiectResources/ 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 3000 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 0334 16 Concrete Base Material for Trench Repair 12/20/2012 03 8000 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 2605 00 !',,..,men \71 ofk Results f 1~ leet.- eal 11,1222014 z05 1� Raeewwy�3 and Boxes for- Ell a1 Fifct-ef� 12/ -2 26-05 43• Unde.,,Feti,,a Ptiet..and Raee,,,,,,.s f ER-, 6jal Eif3tefn5 07,10 2605 50 Gemmunieations Multi Duet Geadei 02 t o Division 31 - Earthwork 31 1000 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 2323 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 2500 Erosion and Sediment Control 12/20/2012 3 1� 1v 00 Gabiefis 1 r�12 3 1�0 Ripf ap 1 �7 /7ri-r20,120 Q Division 32 - �.xterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 32 0i 8 Tefnpefaf-y A✓r%lalt R -evi",nzg Rrepai r�-avrrrv-rt i2/20/20 3201 29 Concrete Paving Repair 32 1123 L'1e.,ibie Base !'ou-ses 12/20/2012 i2/7-rz�-svrvr2i 27�1i i 333 F.. cr7clit R.'..Med Base f' 1'lhr- 20/2012 32 i i 337 Li—Trz-t.� G/ l 08 1 /W5 32 12 16 Asphalt Paving 12/20/2012 32 1273 A -What IWti.e-, C-rf♦ak Sar_l&nt-s 12/20/2012 CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32i3 i3 Gene-eten rtrsvr �'v-iz 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Rriolc IInit-pa-ying I 17/Zn/7n17 Z7'2 i 23 Pavement Mafkifigs P,Q-242013 32 i7 25 C;ufb Address ress Painting 3232 ? I Cast in Place Cenerete Deem„:„n .. Walls 06,105�11018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 Division 33 - Utilities ni30 Testing 3 33 01 31 Sewef and Manhole Closed Circuit Television (CCTV) Inspection 17/'7�-z-r�v�vlrz 03/03/2016 ZZ nZ 10BumVrg 04 10 341 of Existing Sewer- Systen+ Banding33 joifit and gleetrieal isolation Ceffesion Centfol Test Sta 17/70/20Q 12,12042012 IZ/2n1�20!q �L ZZ�4 33 0440 Magnesium- Te., par-.,f , Water cen4ees Cleaning and Acceptance Testing of Water Mains 07/0i 02/06/2013 ZZ�o 33 05 10 I Cleaning of Sewer- Mains Utility Trench Excavation, Embedment, and Backfill gar tef I I I 12/20,12012 12/12/2016 33 05 33 05 13 I inn' .., Frame, Cover and Grade Rings — Cast Iron I 12/n. n�z 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 .�...�1 ZZ 05 14 ZZ� Ad*ti:r—, A\ cffekglesbilets, Valve Boxes,aiothefStruetufes Grade !''anefete Watef Vaults to '7 /7n /7 n 1� I 1-2 33 05-1-7 ZZ 05 21 �-v�-zT ('onefete Gell„fs T 1 1 Dl.,+e � U'�'C.l� �/rizci-rmzc I 12/7�zr20,9012 17/20/'1n 12 �z�vrcv�z 44 05 33 0523 I Steel Gass„g D:,.e r� ikin d Tunneling 17�/20/2 mzv"i012 z 1 Z /' 012012 ZZ� T ZZZ�26 ., 77�11 I histlleAian of n,.fficr'laid in Gasin f of T„„„el I f Plea tefs I I 06/1 3 17/r nay 33 05 30 Utility M rkefs/r ee Location of Existing Utilities I 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 33 11 13 Polyvinyl Chloride (PVC) Pressure Pipe Eetierete$resslire 11/16/2018 � �,�-rz 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS y Page 4 of 5 Z�2 A�W'� Rul-& Seated Butte. -fly Valves 12,120,12012 33 1225 Connection to Existing Water Mains 02/06/2013 33 0 Co„,bina4:.,„ n;r Valve Assemblies bl:es far- Potable Alp e. Systems 1'7/')�12 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 33 1260 Stafi daf d Blow ff V.,l„e Assembly .ly I 06,119,9013 33 31 12 C-a d in P,,Qe P) 1.11 /�12 33 31 13 Fiber -glass Reinfer-eed Pipe far- Gravity Sanitaf:y Sewer-s, 12420,12012 2'2�5 I HighPensit„ Polyethylene (NDPE) Pipe fee San taff ceWe - I 12204201 33 3120 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 3i. Polyvinyl C IeFide (PNIG) ClosedPf file C`_-ayit„ Safi taf, Sew r 1'l /')�� LiningRipe -34-3-4 Sanitai:y Sewer- Slip n 33 Zvi 50 I SaHit.,, Sewer Sem,iee f'enneetions and Ssewyiete Line, I 04,/26/2013 33 31 70 I Combination if Valve fee S „itafy Se-Ar DaNiv Mains 1 7/20/20Q r�-n-vrsv-iz 33 39 10 I Cast in Dlaee C „erete Manholes 1�_� ,-/0/20Q 22� I D.-, east !'eiie.-eto Manholes 12,120,Q012 hn -T 33 39 I 1'11 P QQ12 33 39 40 Wasto,,,.,te Aeeess Chamber- (WAG) G) I 11 /�012 3Z�v Reinf Feed Cefie fete ctayrz Dyt Pipe/r„l„e_ name„ iQ0i i '2 Z�= I High Density ,I-] PE) Pipe for- Ste -„. Tl, 1'7 /7�1901 1 7 /rc90,12012 33 4601 I gle#ed-StQPC: Dm1ns 1 Q0111 33 4602 I Trei3ek Pfains I n�/no 01/20 33-49 1-0 I Cast in Dlaee TR.,„hol„s and une fie Be I 1/20�'7/2012 z 33 0 (`urb and Prep T„ 1 is I 12,120,12012 33-49--49 StOY't:i D.v;i: u?'c L\'. � mTv-,vzT Division 34 - Transportation 34 3 n ,,�01 At aehfflefit A Centre ller- Gabiiiet 12,48A2015 34 n 1 1 n 02 n >, llef Sp �-�r-ro-vs rrtl$Erc�2�ei3t� E6irtiArrcrvpcC-FfiCikt-16fi 2 34 41 10.03 n tt �ehmerrtC--Se€Eovar-e Sp�,ee+f-tc-atiert NIQN2 3 AST Tefnp,,..afy Tr- ff e Signals 1_1/22/2013 Flashing 3 n�T 41 16 Redertrian Kyl Tid Signal 1 1 /7 g 34 41 20 Read —A, , 1 12/ i 34 A�n011 6 1�L��2'_Y.- e-ial TEED,,r/lD. di;,ay T ,,..,:„.,ifes 0C/r✓r015 41 A�vc 1�c. i"j L 1 06 / to G�5 34 n1 nnn3 Residential rEDD,..,,1,,ay n6/1c901c �-�rz-v-v� 1J.s�`IIIItY,J1N�S wrr�rsvz� 34 41 3n 9 �o L�lu�1� .ul.. Er�1s 1,/1,1420 � 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 5 of 5 Cf G-401 Availability of bands GC-442 ✓absurf ee and Physieal G,.,ndit n5 GC-4-0,1 Under- r-ou,,a Fnei,;t;os GC-496 r,-ndit;,,.-, at S4e GC-6,06-D Mina --it.. and SAle ,,o 0.,.,,ed Business E ter-p ise Goxnp�.i&-_ja GC-6.07 Wage Rates GC6.04' Permits and utilities GC-6.21 Nendisefiffliflation GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 2020 Star Telegram Post NOTICE OF REQUEST FOR BID —TOBIAS PLACE PUBLIC INFRASTRUCTURE PROJECT It is the intention of OP Builders, LLC to hereby request bids from prequalified contractors, as defined below, for the construction of public infrastructure improvements located near 505 West Biddison Street in Fort Worth, Texas, including the replacement of an existing storm line, building two detention ponds, installing a sanitary sewer line, and upsizing storm lines. CITY OF FORT WORTH PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre -qualified with the City of Fort Worth at the time of bid opening. The procedures for pre -qualification are outlined in the City's Standard Construction Specification Documents Sections 00 45 12 & 00 45 13. The minimum prequalification requirements associated with this project are highlighted in the City's application form provided in the Bid Package. BID PACKAGE The Bid Package materials, including the full set of plans, a subcontractor prequalification form, and the City's prequalification application, are available for download at the following link: httr)s://www.droi)box.com/sh/4f2a4ncngdOvpft/AAC5TBI985UHga58gTcvaTUGa?dl=O VIRTUAL PRE -BID ZOOM MEETING A virtual pre -bid Zoom meeting will be held for all interested parties on Monday, October 2"d, 2023 from 2:00-3:OOPM CST and can be joined via the following link: httr)s://us02web.zoom.us/i/88616131475?r)wd=dS9wWTdKKzIQWXITT25FMlZ2QIInQT09 BID DELIVERY, OPENING, & AWARD All bids will be due by no later than Friday, October 6th, 2023 at 10:OOAM CST. All bids must be sealed and delivered to 2501 N Harwood Street Suite 2400 Dallas, Texas, 75201 to the attention of Jake Seideman. All bids will be opened and read aloud Friday, October 6tn, 2023 at 12:30PM CST at the project site, 505 West Biddison Street, and will be awarded to the Bidder representing the lowest responsible bidder. Developer reserves the right to waive irregularities and to accept or reject bids at their discretion. All interested parties should fill out the subcontractor prequalification form included in the Dropbox folder at their earliest convenience and send via email to Jake Seideman at jrs@ojalaholdings.com. Similarly, questions regarding the project should be directed in writing via email to jrs@ojalaholdings.com. This advertisement will be published in the Fort Worth Star -Telegram Thursday, September 21", and Thursday, September 281n ADDENDUM NO. 1 Water, Sanitary Sewer, Drainage, and Paving Improvements To Serve Tobias Place CITY PROJECT NO.: 103820 & 104117 Bid Date: Friday, October 6tn, 2023 at 10:00 AM The bid procedure for the subiect oroiect is herebv amended as follows: 1. Due Date: All bids are due Friday, October 6th, 2023 at 10:00 AM CST in lieu of Thursday, October 5tn, 2023 at 10:00 AM CST, as previously state in the initial advertisement published in the Star -Telegram. This revised Bid Date is shown herein (above) and will be revised in the second Star -Telegram posting occurring Thursday, September 28tn 2. Bid Delivery: All bids must be delivered as sealed bids by the bid due date and delivered to: Attn: Jake Seideman 2501 N Harwood Street, Suite 2400 Dallas, Texas, 75201 rather than via email as previously stated in the initial advertisement published in the Star - Telegram on Thursday, September 215t 2023. This revised delivery requirement will also be stated in the second Star -Telegram posting occurring Thursday, September 28tn PAGE 1 Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope of vour bid. A signed copy of this Addendum should be included at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: By__�_.sil�J �o Troy L. Jac on, President Company: Jackson Construction, Ltd. Address: 5112 Sun Valley Dr City: Fort Worth State: TX ISSUED BY: OP Builders, LLC F By: NameVJa e Sei e an Title:Presid nstruction ACCEPTED BY CITY: By: N/A Name: Title: PAGE 2 004243 DAP - BID PROPOSAL Page 1 of2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. I Description I Specification Section No. I Unit of Measure I Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 3201.0614 Conc Pvmt Repair, Residential 3201 29 SY 63 $350.00 $22,050-00 2 3305.0109 Trench Safety 33 05 10 LF 43 $2.00 $86.00 3 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 0.3 $14,000.00 $4,200.00 4 3311.0151 6" DIP Water 3311 10 LF 43 $368.00 $15,824.00 5 3312.2203 2" Water Service 33 12 10 EA 1 $7,100.00 $7,100.00 6 3312.2803 6" Water Meter and Vault 33 12 11 EA 2 $41,300.00 $82,600,00 7 3312.3003 6" Gate Valve 33 12 20 EA 2 $2,900.00 $5 800.00 8 0241.1013 Remove 8" Water Line 0241 14 LF 20 $10.00 $200.00 9 0241.1514 Salvage 2" Water Meter 0241 14 EA 2 $300.00 $600.00 10 3292.0201 Utility Service Surface Restoration Seeding 32 92 13 SY 65 $22.00 $1,430.00 11 0241.0100 Remove Sidewalk 0241 13 SF 16 $5.00 $80.00 12 3213.0301 4" Conc Sidewalk 32 13 20 SF 16 $20.00 $320.00 13 3471.0001 Traffic Control 3471 13 MO 1 $1,000.00 $1,000.00 14 9999.0001 Remove Water Service 00 00 00 EA 2 $2,700.00 $5,400.00 15 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 2 $11,900.00 $23,800.00 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 TOTAL UNIT I: WATER IMPROVEMENTS $170,490.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER .AWARDED PROJECTS Form Version May 22, 2019 Bid Proposal - Tobias Placc SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 004243 DAP - BID PROPOSAL Payc 2 of 2 Bidder's Application Project Item Information I Bidder's Proposal Bidlist I Description Specification I Unit of I Bid Unit Price Bid Value Item No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS I $170,490.00 I4I !I� Total Construction Bid l $170,490.00 This Bid is submitted by the entity named below: BIDDER: i.tc4, rn ( un.trucrwn. I t.t. i�urt 11 nrth. 1 r•�:r� 'i,i I'7 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: TITLE: DATE: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 35 working days after the date when the Bid Proposal -Tobias Place 0045 12 PREQUALIFICATION STATEMENT Page I ON SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement 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. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution, Development, 8-inch diameter Jackson Construction, Ltd. 04/30/2024 and smaller The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd, BY; 5112 Sun Valley Dr. y Fort Worth, Texas 76119 (Suture) TITLE: President DATE: 10/6/2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONS DOCUMENTS TOBIAS PLACE Revised September 30, 2021 City Project No. 103820 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 2 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 104117. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 Jackson Const ucHon, LTD I By: Troy L . Jackson 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 Company (Please Print) C S c h 1/�Gi I Dill"Signature: , -� ' Address 7 -f:; C4- TX '0? ID I I-C4Title: ftsident City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME the undersigned authority, on this day personally appeared troy L. Jackson . known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of PresWent for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ® C+,01�2enr . 20_; J. ar `:_ -= Nicole McCallum My Commission Expires s 10130/2026 - Notary ID129952648 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 NoAry Public in and for the State of Texas TOBIAS PLACE — WATER City Project No. 103820 005243-1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on October 27, 2023 is made by and between the Developer, 4 TOBIAS PLACE LP, authorized to do business in Texas ("Developer") , and Jackson Construction, Ltd. 5 authorized to do business in Texas, acting by and through its duly authorized 6 representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 8 as follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part 14 is generally described as follows: 15 TOBIAS PLACE 16 City Proiect No. 103820 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 35 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Two -Hundred Fiftv Dollars ($250.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the 39 Contract Documents an amount in current funds of One Hundred Seventy Thousand Four 40 Hundred Hundred Ninety & 0/00 ($170,490.00). 41 Article S. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer 44 and Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract 69 Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance 74 CITY OF FORT WORTH T081AS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed by 79 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 80 this contract. This indemnification provision is specifically intended to operate and be 81 effective even if it is alleged or proven that all or some of the damages being sought 82 were caused. in whole or in hart. by any act. omission or negligence of the city. This 83 indemnity provision is intended to include, without limitation, indemnity for costs, 84 expenses and legal fees incurred by the city in defending against such claims and causes 85 of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification provision 92 is specifically intended to operate and be effective even if it is alleged or proven that all 93 or some of the damages being sought were caused, in whole or in part. by anv act. 94 omission or negligence of the citv. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and 111 CONTRACTOR. CITY OF FORT WORTH T061AS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised June 16, 2016 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 005243-4 Developer Awarded Project Agreement Page 4 of 4 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 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: Developer: Jackson Construction, Ltd. (Signqure) (Signature) Troy L. Jackson (Printed Name) Title: President Company Name: Jackson Construction, Ltd Address: 5112 Sun Valley Drive City/State/Zip: Fort Worth, TX 76119 October 27, 2023 Date pans ( 5m; r; (Printed Name) Title: A;, }' orl -b4 S grFf"^% Companyname: _TCb,os PI&CL COP, LIC Address: ZP1 tf A R &.000 s 2yeo City/State/Zip: Ogl(eof, (f —t5Zo) October 27, 2023 Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TOBIAS PLACE -WATER City Project No. 103820 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Bond # 1103976 THE STATE OF TEXAS 006213-1 PERFORMANCE BOND Page 1 of 2 SECTION 00 62 13 PERFORMANCE BOND § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Jackson Construction, Ltd. known as "Principal" herein and The Hanover Insurance Company a corporate surety (stureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Tobias Place, LP, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, One Hundred Seventy Thousand Four Hundred Ninety & 0/100 Dollars ($ 170,490.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firnlly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number CFA22-0040; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 27th day of October 20 23 , which Contract is hereby referred to and made a 23 part hereof for all purposes as if fiilly set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Tobias Place Water Improvements / CP N 103820 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations tinder the Contract and shall in all respects duly and 28 faitlifillly perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH TOBIAS PLACE — WATER STANDARD CITY" CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised Jmivaiy 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 1 PROVIDED FURTHER, that if any legal action be filed on tlus Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instnunent by duly authorized agents and officers on this the 27th day of October 9 , 20 23 10 11 12 13 14 15 16 ATTEST: 17 18 01l 19 (Principal) Secretary 20 21 22 23 ryt _ `/ L 24 /rl �..r 25 1(fitness as to Principal 26 27 28 29 30 31 32 33 34 35 36 PRINCIPAL: Jackson Construction, Ltd. Sign ure Troy L Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: The Hanover Insurance Company _ BY: Si ature Jack M. Crowley, Attorney -in -Fact Name and Title Address: 440 Lincoln Street 37 Worcester, MA 01653 38 39 40 tartness as to Surety MK CrAley Telephone Ntunber: 508 853-7200 41 42 *Note: If signed by an of i�er of the Surety Company, there must be on file a certified extract 43 from the by-laws showing that this person has authority to sign such obligation. If 44 Surety's physical address is different from its hailing address, both must be provided. 45 46 The date of the bond shall not be prior to the date the Contract is awarded. CITY" OF FORT WORTH TOBL4SPL4CE— YVATER STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City ProjectNo. 103820 Revised Jwwary 31, 2012 Bond #1103976 0062 14- 1 PAYMENT BOND Page 1 of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Jackson Construction, Ltd. known as 8 "Principal' herein, and The Hanover Insurance Company a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, Tobias Place, LP, authorized to do business in Texas "(Developer"), and the City of 12 Fort Worth, a Texas municipal corporation ("City"), in the penal stun 13 of One Hundred Seventy Thousand Four Hundred Ninety & 0l100 Dollars ($ 170,490.00 ), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 15 payment of which stun well and lady be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, finely by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number CFA22-0040; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 27th day of October 20 23 which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Tobias Place Water Improvements/ CP N 103820 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Govermnent Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in fiill 30 force and effect. CITY OF FORT WORTH TOBL4SPLACE — water STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City ProfectNo. 103820 Revised Jumary 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be detennined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instnun.ent by duly authorized agents and officers on this the 27th day of 6 October 20 23 V/ 8 9 10 11 12 13 14 ATTEST: IOW eV46 c� � (Principal) Secretary L C'b44LkrK__ 41i'ess s to Pruicipal ATTEST: It? (Surety Secretary Witness as to Surety MK Crbwley J PRINCIPAL: Jackson Construction, Ltd. BY:: Signature i Troy L Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: The Hanover Insurance Company �'� �, BY:�" /�/ SigritIre - Jack M. Crowley, Attorney -in -Fact Name and Title Address: 440 Lincoln Street Worcester, MA 01653 Telephone Number: 508-853-7200 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF PORT WORTH TOBIASPLACE— water STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CrtyProjectNo. 103820 Revised January 31, 2012 Bond #1103976 0062 19- 1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6219 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Jackson Construction, Ltd. known as 8 "Principal' herein and The Hanover Insurance Company 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, Tobias I 1 Place, LP, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas 12 municipal corporation ("City"), ]n the su111 of One Hundred Seventy Thousand Four Hundred Ninety & 0/100 13 Dollars ($ 170,490.00 ), lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly uito the 15 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, Developer and City have entered alto an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Nu nber CFA22-0040; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 27th day of October , 20 23 which Contract is 23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment labor and. other accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the `Work") as provided for in said Contract and designated as Tobias Place Water Improvements/ 27 CP N 103820 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"),- and 32 CITY OF FORT WORTH TOBIASPLACF-11`ATER STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS 00,ProjectNo. 103820 Revised kuivary 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH TOBI.4SPLACE— YVATER STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 00) ProjectA1o. 103820 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instr unent by duly authorized agents and officers on this the 27th day of 3 October 20 23 4 5 6 7 8 9 10 112 1 ATTEST: 13 a,{ . �%� /�/ 1 l( l v V & I�- 14 (Principal) Secretary 15 16 17 1 ML 0�4 19 20 titn s a to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 301 �� ff��11 32 Suet 7Seciet, 33 (? Y) 34 35 Witness as to Surety MK Cowley 36 iv PRINCIPAL: Jackson Construction, Ltd. BY: G Si ture Troy L Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: The Hanover Insurance Company BY: Slature � Jack M. Crowley, Attorney -in -Fact Name and Title Address: 440 Lincoln Street Worcester, MA 01653 Telephone Number: 508-853-7200 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the bylaws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH TOBIASPLACE— 6PATER STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised Januvy 31, 2012 Multiple Obligee Rider This Rider is to be attached to and forms a part of Bond No. 1103976 issued by The Hanover Insurance Comoanv (hereinafter referred to as "Surety"), as Surety, on the 27th day of October , 2023 (hereinafter referred to as "Bond"). WHEREAS, on or about the 27th day of October 2023 1 Jackson Construction. Ltd. (hereinafter called the "Principal"), entered into a written agreement with Tobias Place, LP (hereinafter called the "Primary Obligee") for the purpose of Tobias Place Water Improvements/ CPN 103820 (hereinafter called the "contract"); and WHEREAS, the Principal and the Surety executed and delivered to said Primary Obligee the Bond in connection with the Contract; and WHEREAS, the Primary Obligee has requested the Principal and the Surety to execute and deliver this Rider. RAH Investor 361, LLC, a Mississippi Sterling Corporate Services, LLC, NOW, THEREFORE the undersigned hereby a ree and stipulate that limited liability company, ISAOA a New York limited liability company, I§AOA Regions Affordable Housing LLC, Regions Bink, an Alabama a Delaware limited liability company, ISAOA, banking corporation ISAOA shall be added to said bond as a named obligee (hereinafter called "Additional Obligee" whether there be one or more), subject to the conditions set forth below: 1. The Surety shall not be liable under the bond to the Primary Obligee, the Additional Obligee, or any of them, unless the Primary Obligee, the Additional Obligee or any of them, shall make payments to the Principal (or in the case the Surety arranges for completion of the Contract, to the Surety) strictly in accordance with the terms of said Contract as to payments and shall perform all other obligations to be performed under said Contract at the time and in the manner therein set forth. 2. The aggregate liability of the Surety under the Bond, to any or all of the obligees (Primary and Additional Obligees), as their interests may appear, is limited to the penal sum of the Bond. The Additional Obligee's rights hereunder are subject to the same defenses Principal and/or Surety have against the Primary Obligee, and the total liability of the Surety shall in no event exceed the amount recoverable from the Principal by the Primary Obligee under the Contract. At the Surety's election, any payment due under the bond may be made by joint check payable to one or more of the obligees. 3. The Surety may, at its option, make payments under said Bond by check issued jointly to all of the obligees. Except as herein modified, the Bond shall be and remains in full force and effect. Signed and sealed this 27th day of October , 2023 BY:�/j II'I Troy L Jagj bon, Presi nt By: Jack 5MCr ley Att rno ey-in-Fact Jackson Construction, Ltd. Principal The Hanover Insurance Comioanv SURETY THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe laws ofthe State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing underthe laws ofthe State of Michigan, (hereinafter individually and collectively the "Company') does hereby constitute and appoint, Jack M. Crowley, Laurie Pflug , and/or Holly Clevenger Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or othersurety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as ifthey had been duly signed bythe presidentand attested bythe secretary ofthe Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Fifty Million and No/100 ($50,000,000) in any single instance That this power is made and executed pursuant to the authority ofthe following Resolutions passed bythe Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with powerto attach thereto the seal ofthe Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed bythe President or Vice President in conjunction with any Vice President ofthe Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 —Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANYand CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 12th day of September, 2023 "the IIanuvcr Insurance Cumpauy `itassachrsetts Ilay Iusarance Company CRUcas Insurance Company.OfAmerks —avrm 940—lrl� J s H. Kawtsckt, We Preskient STATE OF CONNECTICUT ) COUNTY OF HARTFORD ) ss. >e aws � � lesi!WAL The Hanover Insurance Company ch"MIS bay Insurance Company s Insurance Compaq• of Amerka /x, lion M. Aftndoza, Vice President On this 121h day of September, 2023 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Companyand Citizens Insurance Company ofAmerica, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. �{yyW��� penyd�,Y Laatou�m,,�e�sILK � ""+�7 r u. V1PK of Cwleclit ut x4g'MY Cofm issim Expires My 31.2025 F b ti Mn y Wou�nes, otsry u k My commission ex0ires July 31, 2025 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certifythatthe above and foregoing is a full, true and correct copy ofthe Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this % ay of 2V Z� CERTIFIED COPY Ci en Piz Ce-O"Ame, y M e b Buy Ins ray Rewedder, Vke Prnhieut 'Ibe I-lan®ver The Hanover Insurance Company 1 440 Lincoln Street, Worcester, MA 01653 Insurance Group® Citizens Insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 Texas Complaint Notice IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: You may call The Hanover Insurance Company/Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write to The Hanover Insurance Company/ Citizens Insurance Company of America at: 440 Lincoln Street Worcester, MA 01615 Y6u may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: R O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the com- pany first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or con- dition of the attached document. Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of Americas para informacion o para someter una queja al: 1-800-608-8141 Usted tambien puede escribir a The Hanover Insurance Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: R O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.b(.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concemiente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 181-1457 (5/12) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised. January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology............................................................................................................ I 1.01 Defined Terms.................................................................................................................................1 1.02 Terminology....................................................................................................................................5 Article2 —Preliminary Matters...........................................................................................................................6 2.01 Before Starting Construction ..........................................................................................................6 2.02 Preconstruction Conference............................................................................................................6 2.03 Public Meeting................................................................................................................................6 Article 3 — Contract Documents and Amending.................................................................................................6 3.01 Reference Standards........................................................................................................................6 3.02 Amending and Supplementing Contract Documents....................................................................6 Article4 — Bonds and Insurance.........................................................................................................................7 4.01 Licensed Sureties and Insurers.......................................................................................................7 4.02 Performance, Payment, and Maintenance Bonds..........................................................................7 4.03 Certificates of Insurance.................................................................................................................7 4.04 Contractor's Insurance....................................................................................................................9 4.05 Acceptance of Bonds and Insurance; Option to Replace............................................................12 Article 5 — Contractor's Responsibilities..........................................................................................................12 5.01 Supervision and Superintendent...................................................................................................12 5.02 Labor; Working Hours..................................................................................................................13 5.03 Services, Materials, and Equipment............................................................................................13 5.04 Project Schedule............................................................................................................................14 5.05 Substitutes and "Or-Equals".........................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).......................................16 5.07 Concerning Subcontractors, Suppliers, and Others.....................................................................16 5.08 Wage Rates...................................................................................................................................18 5.09 Patent Fees and Royalties.............................................................................................................19 5.10 Laws and Regulations...................................................................................................................19 5.11 Use of Site and Other Areas.........................................................................................................19 5.12 Record Documents........................................................................................................................20 5.13 Safety and Protection....................................................................................................................21 5.14 Safety Representative...................................................................................................................21 5.15 Hazard Communication Programs...............................................................................................22 5.16 Submittals......................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee............................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification.............................................................................................................................24 5.19 Delegation of Professional Design Services................................................................................24 5.20 Right to Audit: .............................................................................................................................. 25 5.21 Nondiscrimination.........................................................................................................................25 Article 6 — Other Work at the Site....................................................................................................................26 6.01 Related Work at Site.....................................................................................................................26 Article 7 — City's Responsibilities....................................................................................................................26 7.01 Inspections, Tests, and Approvals..................................................................................................26 7.02 Limitations on City's Responsibilities.........................................................................................26 7.03 Compliance with Safety Program.................................................................................................27 Article 8 — City's Observation Status During Construction.............................................................................27 8.01 City's Project Representative.......................................................................................................27 8.02 Authorized Variations in Work....................................................................................................27 8.03 Rejecting Defective Work.......................................................................................................27 8.04 Determinations for Work Performed...........................................................................................28 Article9 — Changes in the Work.......................................................................................................................28 9.01 Authorized Changes in the Work.................................................................................................28 9.02 Notification to Surety ....................................................................................................................28 Article 10 — Change of Contract Price; Change of Contract Time..................................................................28 1001 Change of Contract Price.............................................................................................................28 1002 Change of Contract Time.............................................................................................................28 10.03 Delays............................................................................................................................................28 Article 11 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work........................29 1101 Notice of Defects..........................................................................................................................29 1102 Access to Work.............................................................................................................................29 1103 Tests and Inspections....................................................................................................................29 1104 Uncovering Work...................................................................................................................30 1105 City May Stop the Work..............................................................................................................30 1106 Correction or Removal of Defective Work.............................................................................30 1107 Correction Period..........................................................................................................................30 1108 City May Correct Defective Work...............................................................................................31 Article12 — Completion....................................................................................................................................32 12-01 Contractor's Warranty of Title.....................................................................................................32 12-02 Partial Utilization..........................................................................................................................32 12-03 Final Inspection.............................................................................................................................32 12-04 Final Acceptance...........................................................................................................................33 Article13 — Suspension of Work......................................................................................................................33 13.01 City May Suspend Work..............................................................................................................33 Article14 — Miscellaneous................................................................................................................................34 14.01 Giving Notice................................................................................................................................34 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times.................................................................................................................34 14.03 Cumulative Remedies...................................................................................................................34 14.04 Survival of Obligations................................................................................................................35 14.05 Headings........................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 Citypublic 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 notContract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. IL Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 10, 2013 0073 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verb that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of 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 a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. 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 Am. 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: 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 Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the followingways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised. January 10, 2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 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 party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits o£ a. $1,000,000 eachoccurrence b. $2,000,000 aggregate limit 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. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised. January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None b. Each Occurrence:: None 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 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 repairwork performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made byparticipating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2 Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 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 0073 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ Required for this Contract. (Check this box if there is any City Participation) 0 Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised' January 10, 2013 0073 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ® Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and OtherAreas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 U35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2 At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve theDamage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant againstCity. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean- up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by 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 Paragraph5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage 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 finalpayment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE 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. ONIISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes ofactions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY OJENDED 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. ONUSSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipatedproject. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed anegative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised. January 10, 2013 0073 10-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2 consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given 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 otherparty. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receivingparty. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised- January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page I of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 103820 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 103820 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL 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] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE f f CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 103820 Revised December 20, 2012 SECTION 0125 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteriaor defined by reference to I or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control ofContractor; or, CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 0131 19 - I DAP PRECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. b. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 01 31 19-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existingwater systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August 30, 2013 0131 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 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 I NAME SUMMARY OF CHANGE CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Pagel of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August 30, 2013 PART 3 - EXECUTION [NOT USED] 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/z inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limitedto: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review l . The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabricationprocesses, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bringthe submittal into conformance. b) It maybe necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit aP.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August 30, 2013 0135 13 - 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No, 103820 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August, 30, 2013 O1 35 13 - 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August, 30, 2013 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. 38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 39 Construction Specification [if required for the project] 40 1. Comply with equipment, operational, reporting and enforcement requirements set 41 forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August, 30, 2013 1 2 3 4 5 6 7 8 z 01 35 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 DATE NAME 8/31/2012 D.Johnson END OF SECTION Revision Log SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 0135 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> KLI Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised August, 30, 2013 0135 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 EXHIBIT B 2 4 FORT WORTH DOE NO. RRICX Project Ilaooa: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 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 TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 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 TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised JULY 1, 2011 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damagedue to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised JULY 1, 2011 01 5000-4 DAP TEMPORARY FACILITIES ANDCONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE I NAME I SUMMARY OF CHANGE CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised July 1, 2011 0157 13- 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httDS://aDDs.fortworthtexas.gov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 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 TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization' in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization' in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 01 7000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE I NAME 4/7/2014 1 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 01 71 23 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. See Changes (Highlighted in Yellow). 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 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As -Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survev - The survey measurements made prior to or while 38 construction is in progress to control elevation, horizontal position, dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 2. As -built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Stakina — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254 (qualifications based selection) for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section 0133 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work, including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 31 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As -built Redline Drawing Submittal 34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 37 — Survey Staking Standards) . 38 2. Contractor shall submit the proposed as -built and completed redline drawing 39 submittal one (1) week prior to scheduling the project final inspection for City 40 review and comment. Revisions, if necessary, shall be made to the as -built redline 41 drawings and resubmitted to the City prior to scheduling the construction final 42 inspection. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 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 2. Coordination a. Contact City and Developer's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If Developer's Project Representative is required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised February 14, 2018 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 49 50 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater — Not Applicable 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART 2- PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 1. Recovery of relevant control points, points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations (benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 15 areas, utilities, streets, highways, tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing, when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements, as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent (817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD (.dwg) 24 b. ESRI Shapefile (shp) 25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 26 standard templates, if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as 33 practical and necessary. The degree of precision required is dependent on many 34 factors all of which must remain judgmental. The tolerances listed hereafter are 35 based on generalities and, under certain circumstances, shall yield to specific 36 requirements. The surveyor shall assess any situation by review of the overall plans 37 and through consultation with responsible parties as to the need for specific 38 tolerances. 39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 41 1.0 ft. tolerance. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 b. Horizontal alignment on a structure shall be within .0.Ift tolerance. 2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally, along a boundary or any other restrictive line. Away from any 5 restrictive line, these facilities should be staked with an accuracy producing no 6 more than 0.05ft. tolerance from their specified locations. 7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements. Within assigned areas, these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely. Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained. Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre -established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions, corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR / RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative, the monuments shall be 34 adequately referenced for expedient restoration. 35 1. Notify City or Developer's Project Representative if any control data needs to be 36 restored or replaced due to damage caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City or Developer's Project Representative may require at anytime a 39 survey "Field Check" of any monument or benchmarks that are set be verified 40 by the Developer's Project Representative before further associated work can 41 move forward. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 A. Survey Checks 9 1. The City reserves the right to perform a Survey Check at any time deemed 10 necessary. 11 2. Checks by City personnel or 3' party contracted surveyor are not intended to 12 relieve the contractor of his/her responsibility for accuracy. 13 14 3.9 ADJUSTING [NOT USED] 15 16 17 18 19 20 21 22 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised February 14, 2018 SECTION 0174 23 CLEANING PART 1- GENERAL 1.1 SUMMARY 01 74 23 - 1 DAP CLEANING Pagel of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised April 7, 2014 017423-2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PAR72-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017423-3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction I. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 017423-4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page I of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (GreenSheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE I 4/7/2014 M.Domenech Revised for DAP application i! I CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No, 103820 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No 103820 Revised April 7, 2014 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject tothe City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH TOBIAS PLACE -WATER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103820 Revised April 7, 2014 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 or sewer Dioe larger than 15 inch diameter shall be aDoroved for use by the Water Water & Sewer - Manholes & BtstsiCournonents 33-39L-v fRev 213/16 - . -75N 07123/97 1105 13 Urethane Flv&mh,hc Waterston Asah, Koavo K K Adeka Ultra -Seal P-201 ASTM D2240/134120792 04/26/00 3105 13 O(f.et Joint for 4' Diem MH Hanson Concrete Products Drawing No 35-0048-001 04/26/00 33 OS 13 Profile Gasket for 4' D,am MH Press -Seel Gasket Com 2504G Gasket 7lIII ASTM C443/C-361 I SS MH 1/26/99 33 05 13 HDPE Manhole Adtuatment Ruer Ladtech Inc HDPE Adnea, Ring men Tmen .c d Non-hri frc weer 5/13/05 I 1305 13 Manhole External Wrao I Car— -CPS Wno,dSml Manhole Enumulat,on Svatem 1 {i a r" er- Manholes& Bas rs.=Fiberg r:,• 11) 1/26/99 33 39 13 I Fiberglass Manhole Fluid Containment, Inc F... ASTM 3753 Non-traRc area 08/30/06 I 33 39 13 F,beraloss Manhole L F Manufacturing Non-treRe Brea IW■ter Sewer -Mao Bases/Frames & r �•SenJu—,•, •,� •• 33-fY$-l.i t Hr3 ::3r lt1 .I. _ • 3305 13 IM-h Frames and Covers I Western Iron Works. Bass & 11— Foundiv 1 1001 24"<40" WE) Wfhr Bev— ' 33 05 13 Manhole Framcs and Covers Western Iron Works, Bass & Ihi a Foundry 30024 • 3305 13 Manhole Frames and Covers McKinlev Iron Works Inc A 24 AM 24" Dut I 08/24/18 3305 13 Manhole Frames and Coven Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Die I 01/14/11 3311 13 Manhole Frames and Covers Neenah Foun&v R- 165-LM (Hanged) ASTM A48 & AASHTO M306 24" Dut I 01111,I8 33 OS 13 Manhole Frames end Covers Neenah Fou�dgv' NF 1274 ASTM A48 & AASHTO M306 30" Din 11114/I8 33 05 13 Manhole F= and Coven Neenah Foundcv R-1743-LM (Hanged) ASTM A48 & AASHTO M306 30" die f 33 05 13 Manhole Fnmes and Covers Surma Cornorahon MH-144N 33 05 13 Manhole F,emca and Covers Sigma Corporation MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" d,e 3305 13 Manhole Frames and Covers Neenah Casting 24' dra t� 1 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseel Hmged Ductile Iron Manhole ASTM A536 24" D.a 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain P.-I..(Pamrex/rexsu) RE32-R8FS —I 30" Iha 1 01/31/06 33 05 13 30" Dui MH Rana and Cover East Jordan Iron Works V 1432-2 and V 1483 Dais AASHTO M306-04 30' Dra 11/02/10 330513 30" D,a MH Ring and Cover S,ama C.—,,on M111651FWN&NM16502 30" D. 07/19/11 330513 30" D,a MH Rmgand C— Star Pirc Products M1132FTWSS-DC 30"Dta 08/10/11 3305 13 30' Elie MH Rma and Cover Ace—st 220700 Newry Dutv with Gasket Rng 30'Dui 30" ERGO XL Assembly 10/14/13 33 0513 10" Die MH Rma and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/ -Gasket ASSHTO M105 & ASTM A536 30" Dig 06/01/17 3405 13 30" Die MH Rmg and Cover (Ihnged & Lockable) CI SIP Ir duar,es 2280 (32") ASTM A 48 30" D,a CAP-ONE.30-FTW, Composite, W Lack 09/16/19 33 05 13 30" Dra MH Ring and Cover Comte Access Products, L P W. Fh" D 30" o 10/07/21 34 05 13 30' Th. MIT Rung and Cover Trumbull Manufacmnna 32"(30') Frame and Cover _ 30" Dra __nk[ & Sewer - Man ollm & Bases/Frames & Cnve[>ti/Water Tight & prssaure Tight 33-IK13 fRw 2/3/Ib1 -' I 33 05 l3 Manhole Fremea and Covers Pont-A-Mousson Pa rouid l 24" Dig 33 0 I3 Manhole Frames and Coven Neenah Castma 24" I • 33 Ol 13 Manhole Frames and Coven Western Iron Works,Bass & 11ays Foundn 300-24P 24" Dra . • 33 05 I3 Manhole Frames and Covers McKmlev Iron Works Inc WPA24AM 24" Do 03/09/00 3305 13 Manhole Frames and Covers Accucast I RC-210o ASTM A 48 24" DuiO4/20/01 I 3305 13 Manhole Covers Frames and (SIP)Seramoore Industries Pr,vete Ltd 300 and Cover -24-23 75 Rang ASTM A 48 24" Dra �- Manholes & arfCL'Ha[ Unl'[C1C IriC/' 1lati3l x _ _ • - 33 39 10 Manhole. Precaat Concrde Hvdm Condon Coro SPL Item [49 ASTM C 478 48' ' 33 39 10 Manhole. PrZat Concrete Well Concrete Pme Co Inc ASTM C-443 48" 09/23/96 33 39 10 Manhole. Precast Concrete Concrete Product Inc 48" I D Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 7� g 05/08/18 33 39 10 Manhole Precast Concrete The Turner Co.—, 48". 60" I D Manhole w/ 32" Cone ASTM C 478 48" 60' 10/27/06 1139 10 Manhole. Precast Concrete Oldcaslle Precast Inc 48" I D Manhole w/ 24' Cone ASTM C 478 48" Dram w 24" Rang 06/09/10 33 39 10 Manhole. Precast (Remfmced Polvmer)Concrete US Composite Roe Reinforced Polymer Concrete ASTM C-76 48' to 72" rr 7. 09/06/19 -. 33 3920 Manhole, Precast Concrete Fortena Nm and Precast 60" & 72" 1 D Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete FortenPrecast a Pipe and 48" 1 D Manhole w/32" Cone ASTM C-77 48" 1 10/07/21 33 3920 Manhole. Recast (Reinforced Polymer) Concrete Armorack 48" & 60" 1 D Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hvbrid) Pol mer & PVC Predl Systems 48" & 60" 1 D Manhole w/32" Cone 48' & 60" Non TnfFic At.. ASTM C478: ASTM C-923: 03N7l13 33 39 20 Manhoe. Prena Cogaae AmerTez Pigs and Products. LLC 48" & 60" LD Mavhole w/32' Cone ASTM C443 03A17/23 33 39 20 Manhole. Preeaa (Re— aces Pol—erl Conte P3 Polvmera. Rocktiardacia 48' & 60" LD Manhole w/32' Cane I y 04/29/07 Manhole. Precast (Remfinecd Polvmer) Concrete A-1, USA Mever Polvmete Prce Waeer & Sewer - Metz es & B ro_��a c ._.___ n__�. u ._ - - -___- --_ - -� -__� j —1 • I E1-14 Manhole Rehab Systems Ouades 04/23/01 EI-14 Manhole Rehab Svstems Standard Cement Materials, Inc Relmer MSP EI-14 Manhole Rehab Svatenu AP/M Pmefnin m I yl 4/20/01 E I-14 Manhole Rehab Svstem Strong Commnv Strong Seal MS2A Rehab Svstem 5/I2/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repmr moduc, to stop m6luithon ASTM 135813 j 08/30/06 I General Concrete Repair FlexKrete Techooloares I Vmvl Polvester Repair Product Moc� f • From Original Standard Products List CITY OF FORT WORTH FLIRT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Vote: All water or sewer pipe lar er than 15 inch diameter shall be algl2roved for use bX the Water Department on a prolect specific basis. Special beddin Water :gK_zL tr-Manhoks& 13asealliaflr6 05/20/96 EI-14 Manhole Rehab Sv,tenu Snravroo. Soren Well Polvureth... Coetma 12/14/01 Coetma for Corrosion motechoa(Extanor) ERTECH 01/31/06 Coatmas for Corroson Protmuon Cheaterron I� 8/28/2006 Coatmas for Corrosion Pmtceuon Warren Ennronmental l 03/19/18 V 33V39 20 Coauna I Cammton motmuon(Ealmor) Sherwin Wdlrama e i:aa.-e - Fe Id n r _i ns l .,r CYr It Rry 2/3 s 33 05 13 Manhole Insert ._,.,tson Entermises 3305 13 Manhole I.— South Western Peckasina { • 3305 13 Manhole Insert Noflow Inflow 09/23/96 33 05 13 Manhole Insert Southwestern Pack— & Seals. Inc 09/23/96 33 05 13 Manhole Insert Southwntern Pack— & Seals. Inc Water & Scaacr - Pi Cas' S cen 11/04/02 Steel Band Casmg Spacers Advanced Products and Systems, Inc 02/02/93 Stales Sleet Casmg Spacer Advanced Products and Systems, Inc 04/22/87 C..rng Spaces. Cascade Watervwrk, Manufacturing j 09/14/10 Stamlaa Steel Cuing Spacer Pupehne Seal and Insular- 09/14/10 Coated Steel Ca,m Spacros Pipehne Seel and Insulator 05/10/11 Staudes, Steel Carnal; Sp- i Powerscal 03/19/18 C..rng Spec-s BWM 03/19/I8 Casng Spacm. BWM 1{I 03/29/22 33 OS 13 Cesng Spacers CCI P pehne Systems 1 Water & Seaver- Piee VDuctile Iren 33-±1-190181131 33 11 10 pucule Iron Pipe GrrfHn Ptr ,Products. Co 0812 33 l l I0 Ductile Iron Pine Ammcan Ductile Iron P Co 0824/I8 33 1110 Ductile Iron Pipe Ammcan Ductile Iran Pipe Co I • 33 1 110 Ductile Iron Pipe U S Pipe and Foundry Co • 33 11 10 IDurcule Iron Pipe I Mc Wane Cast Iron Pipe Cc I IWater & Sewer- Utility Line Marker (01124/2018) I SrSscr • Cnatin E n• 33-39-6010leO& B 02/21/02 Eco-Lrmna Svstmm Sauamsm.[nc 12/1".1 Eroav Lrnma System Enech Technical Coat- 04/14/05 Interior Ductile Iron Pme Coetma Induron 01/31/06 I Coatma, for Corrcaion P otmtion Chesterton ASTM 13639/13790 Sena 20230 and 2100 (Amh.tw Emuumn) Are 791. S1HB. S I. S2 A.rd Res stance Test S-301 and M-301 Grade (Aschahc Emulsion) Made to Order - Plesuc ASTM D 1248 Nude to Order - PI.M. ASTM D 1248 M.de to Order - Plesuc ASTM D 1248 Lifesaver - Stemless Steel Telh.,Lok - Stamlas Steel Carbon Steel Spacers, Model SI Stamless St.[ Spacer, Model SSI Casmg Spacers SUmless Steel Casing Spam Cooled Steel Cutn Spacers 4810 Powerchock SS-12 Casmg Specer(Stainless St ]) FB-12 Casmg Spacer (Coated Carbon Steel) for Nonyressure Pipe and Grouted Casmg CSC 12, CSS 12 Updated:03107/2023 le Dioes. Structure Only Sewer Apphcattons Sewer Aoohesuons •V• Structures Only-•,••••••• For 24" &. F- 24" dre For 24' die For 24" die For 24" &a Up to 48" Up to 48" Up to 48" I - I Super Bell -Tit. Ductile Iron Presnue Prce. A C 1 So C_ 15l � thor 24" I Ammcan Festtte PI (Bell Spit) �estremed A W WA C ISo, C I51 4" tmu 30" Ammtcan Flex Ring Joint) AW WA C 150, C 151 4" 11- 30" AWWA C150, CI51 AWWA C 150. C 15 1 SewerGerd 21ORS Ertmh 2030 and 2100 Sarre, Proteclo 401 Arc 791. SIFIR SI. S2 8/28/2006 Coahncs for Corrosion Protmuon Warren Ennronmental S-301 and M-301 1 oh orethattr � I I ewer - Camhinatim Air Va —TM 05/25/18 33-31-70 IAir Relax Valve A R 1 USA. Inc D025LTP02(Compo.de Bodvl I _ • ISeaver - Pinaet/Casncrete El-04 IC... Plne. ....ad Wall Concrete Pine Cc Inc • E I.04 Con. Pine, Remfarced Hvdre Condunt C- ,.t- Class III T&G, LPL Item #77 • I E 1-04 Conc Pipe. Reinforced Hanson Concrete Products -- -- - -.099 P -- E 1-04 Con. Pipe. Remf d Concrete Pone & Products Co Inc jlSewer -PineE llRlament r- r."'1Sa-="'"' - trafaa/r I IPIM Svstem I PDA Coroorotron Polvethvlm Mcenee McConnell 5vstenu Lst Cmsnwtmn Polvelhvl ITRS Swdarns I Trenchless Replacement Svst- PolvethAene LA County 0210-1 33 ASTM B-117 Acid Rat.tanoe Test ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 PIM Cora. Prwata Way N 1. Houston, T.xas Celtrarv. Canada Ductile Iron Prm Onlv Sewer Applications Sewer Avolicauon, Apmovd Prevrously Apmovd PrenouaIv Approved Prevrously Nearer-Pew=•ems C— Rcinrorced133-31.13 11NI13 _ I 7/21/97 33 31 13 Cent Cast Flberalass IFRP1 Hops Ptne USA. Inc Hobe, P ce Mon-Pressurel ASTM D3262/D3754 03/22/10 33 3I 13 Fiberalms Noe (FRP) A-,- Bondstrand RPMP Pine ASTM D3M-1754 I I 04/09/21 33 31 13 Glass -Fib- Remf-cd Polymer Puce (FRP) Thommon Prce Group Thomason Roe (Flowute) I ASTM D3262ID3754 I 03/07/23 3331 13 Frbe glass Pipe (FRP) Future Pipe tnduahies Fiberstronn FRP ASTM D3262, ASTM D3691, ASTM D4161, kWWA M45 Sewer - Pi e/Polveter ' 4/14105 I Polvmm Modifiedm Concrete Pine IRamforced Auech USA Meyer Polvcrete P.- I AM C33. 176 F477 8" to 102 an". ClV STASTM 06/09/10 EI-9 P.1-er Concrete P-I US C--.tc Pia Reinforced Polymer Concrete Ptce C-76 Sewer- Pioes/RDPF, 33-31-23(11M3► J — -- --.. f From Original Standard Products List CITY OF FORT WORTH FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated; 03ro7/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use b the Water Department on a proiect specific basis. Special bedding may be required for some i es. Approi al Spec No. ( hisssification polyethylene otce I 11allufaclurcr Model No. Phdhos Dnsconim. Inc Ooucare Ductile Polyethylene Pme National Spec ASTM D 1111 Si7c 8' [ludi-den,av iah-deny oolvethvlennice I PI.... Inc ASTMD1248 8"Midi-d—iry ahethvlene pia PollyPice,Inc ASTMD1248 8"isandinmv alvethvlene nine CSR Hydro Condust/Rcelmc Svilems M .-ell Pia Enlargement ASTM D I248 Nbes1%1=C (Prosltvr tiewarl 3j-11-12 (MUmi _ 12/02/11 I 33-I1-12 ` IDR-14 PVC Pre— Rpc Pipehfe kraiream PVC Pressure Pipe AWWA C911 4" thin 12' 10/22/14 I 33-11-12 IDR-14 PVC Pressure Pipe I Royal Budding Products Royal Seal PVC Pressure Pipe AW WA C900 I 4" thin 12" er - Pines/PVC* 33-31-20 (7/1/131 • 33-31-20 PVC Sewn Pine I 12/23/97• 33-31-20 ew PVC Ser Ptpe • 33-11-21 PVC Sewer Pine 01/18/18 13-31-20 PVC Sewer Pice 11/11/98 33-31-20 PVC Sewer Pia ♦� ' 33-31-20 PVC Sewer Pice f 09/11/12 33-31-20 PVC Sewn P, 05/06/05 33-31-20 i'VC Solid Woll pipe 04/27/06 33-31-20 bVC Sewer Fdtmgs 33-31-20 PVC Sewer Fungi 3/19/2018 33 31 20 PVC Sewer Pice 3/19/2018 33 31 20 PVC Sewer Pipe 1 3/29/2019 33 31 20 Gasketed F,umga (PVC) 10/21/2020 33 31 20 PVC Sewer Pice 1 10/22/2020 33 31 20 PVC S— Pipe 1 10/21/2020 33 31 20 PVC Sewm Pion ! Sewer - Pi ehah/ 711PP 33-31-12 01/12/13 • Place Pi- 0 I S/03/99 �Curd:. Cited m Place Pice I )1/29/96 Cited in Place Pia i . Sewer - Pi_ nes"IF,ld ehah/Fold & Form • and Form Pice 11/03/98 Fold and Form Pia Fold -it I— Pice 12/04/00 (Fold and Form Pre 0"9N3 Fold and Form Pipe __ _ Pi Sew -I aii 09/26/91 E 100-2 PVC Sewer Pme. Ribbed 09/26/91 E100-2 PVC Sewer Pta. Ribbed EI00-2 PVC Sewer Pine Ribbed 11/10/10 (E 100-2) Polypropylene (PP) Sewer Pia, Double Wall l l/10/10 (E 100-2) Polvmowlene (PP) Sewer Pia. Tnole Wall OS/16/11 f. IStacl Reinforced Polvethvlene Pia 'im—� 1-M Manufacturnia Co. Inc OM Eaale) Diamond Phigics Corporation Lamson Vvlon Pice Vmvltech PVC Pi - Dimond Plmtiw Corporation J-M Manufacturma Co. Inc (JM Eaale) Picelife Jet Stream Diamond Plastics Corporation Nano Plastic Trends, Inc (Westlake) Pmelde Jet Stream P—life Jet Stream GPK Producu Inc NAPCO(W.dake) Sanderson Pica Coro NAPCO(Wodake) I aa Insituform Terk. Inc National Envtotech Grow Reynolds Ine/Inhner Technolu (Inlmcr USA) Cullum Pine Svstema. Inc Inedufomi Tc:hnolomes. Inc Arn—can Pia & Plashes. Inc Ultralmer Miller Picelme Com Lamson Won Pia Ext—on Technoloams. Inc Unonm ETI Company Adva.ced Drama.. Svatems (ADS) Advanced Dramaae SvA—a (ADS) CmTech Construction Prodats SDR-26 SDR-26 Gravity Sews "S" Go—. Sewer P.- SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Finmas Gasketed PVC S— Main Fdtmas SDR 35 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 iff National L ) Item #27 Inhner Technoloav Insituform "NuPloe" Ult idinar PVC Alloy Pmehner EX Method ASTM D 3034 4" - 15" ASTM D 3034 4" thin 15' ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D. 1794. etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504. 1171 1167 I[ ASTM F-1504. F-1947 4" thin 15" 4" thru 15' 18" to 27" 18" - 28" I8" 18" to 48' 4" - 15" 1 Demo Purpose Only U. to 18" diameter Carlo. Vvlon H.0 Cloaed Profile Pia ASTM F 679 18" to 48" Ultra -Rib One, Profile Sewer Pia I ASTM F 679 I I 18' to 48" � S—Tde HP Double Wall (Comiaated) I ASTM F 2736 24"-30" S—TA, HP Trmle Wall Pipe ASTM F 2764 30' to 60" Do—... I ASTM F 2562 24" to 72" f.. ' From Original Standard Products List CITY OF FORT WORTH FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: oarovzoxa Note: All water or sewer pipe larger than IS inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. 'National X pproN A Spec No. Water hisssification -1007/0 3 Manufacturer lilodel No. - - Spec '- Si/e Oulgl18 33-12-10 Double Strap Saddle Roma. 202NS Nylon Coated AWWA C900 V-2"SVC. uo to 24"Pine 08/29/02 Double Streo Saddle _ Smith Blau #317 Nvlon Coated Double Streo Saddle 07/23/12 33-12-10 Double Stan Service Saddle Mueller Companv DR2S Double (SS) Stan DI Saddle AWWA C800 1"-2" SVC, or to 24" Roe 03/07/23 33-12-10 Double Strain Service Saddle Powersed 3450AS. hxl. Coin. Shoo. Dbl Strao. Staialan NSF ANSI 372 V-2" SVC. uo to 24' Fine 10/27/87 Curb S1om-Bell Meter Valves McDonald 610OM-610OMT & 61OMI 3/4" and V W117/87 Curb Stops -Ball Meter Valves McDonald 4603B. 4604B. 6100M. 610OTM and 6101M 1'/v" and 2' FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 5/25/2018 33-.2-.0 Curb Stool -Ball Meter Valves Ford Meter Box Co. Inc. L22-77NL AWWA C800 2- -- F-B6006-NL, FB16Oo6-NL, FV23.666-W- 1/112018 33-12-10 Curb Stool -Ball Meter Valves Ford Meter Box Co. Inc. NL. L22-66NL AWWA C800 1-112" FB6004-NL, FB1600-4-NL, B11-044-WR- 5/25/2018 33-1240 Curb Stops -Ball Meter Valve Ford Meter Box Co. Inc NL, B22444-WR-NL, L2844NL AWWA C800 1" B-25000N, B-24277N-3, B-2020ON-3, H- AWWA C800, ANSF 61, 5/25/2018 33-12-10 Curb Stom-Ball Meter Valves Mueller Co. Ltd 15000N.. H-1552N. H142276N ANSI/NSF 372 2' B-25000N, B-2020ON-3,B-24277N-3,H- AWWA C800, ANSF 61, 1/21/2018 3342-IO Curb Stops -Bell Meter. Vet— Mueller Co . Ltd 15000N. H-14276N. H-I5525N ANSI/NSF 372 1.1/2" 5/25/2018 33-12-10 Curb Stops-B.II Meter Valves Mueller Co_, Ltd 15530N ANSUNSF 372 1" 01/ 66/00 Coated T.-m. Saddle vnth Double SS Sir— JCM Indust— Inc #406 Double Band SS Saddle V-2" Taps on on to 12' 0/5121/12 33-12-25 Tepee. Sleety (Coated Steal) JCM Industries. Inc 412 Teomna Sleeve ESS AW WA C-223 Un to 30" w112" Out 11121/21 37-12-21 Taooma Sleeve (Coated or Stemless 11-1) JCM Indmtres_ hi, 411 Taooma Sleeve AWWA C-223 Cort reta Pme Only 05/10/I1 T.pmna Sloeve (Stemless Staell Pow —I 3490AS (Flanne) & 3490MJ 4"-8- and 16' 02/29/12 33-12-25 Taomma Sleave (Coated Steel) Roma. FTS 420 AWWA C-223 U o to 42" w/24" Out �r02/29/12 3342-25 Taooma Sleeve (Stainless Steel) R.— SST Stemless Steel AWWA C-223 U. to 24" w/12" Out _! 02/29/12 33-12-25 Tacoma Skew (Stemless Steel) Rome. SST III Stand— Steel AWWA C-223 U. to 30' w/12" Out 05/10/11 �Iomt It —Clamp Powerseal 3232 Bell Joint Repair Clamp 4" 1. 30" Plastic Meter Box w/Comrovte Ltd DFW Plastics Inc DFW37C-12-IEPAF FTW - — Plastic Meter Box wlCotnwa t. Lid DFW Plastics Inc DFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box w/Comomit, Ltd DFW Plastics Inc DFW65C-14-IEPAF FTW Class "A" Concrete Meter Be, Bess & H.vs CMB37-BI2 1118 LID-9 Concrete Meter Box Bess & hays CMB-I8-Duel 1416 LID-9 Concrete Meter Box Bass & Hi va CMB65-B65 1527 LID-9 - (Water- EWh: Nvt•. t11d vaa'l'c , 3,1-11 „se (01/WI31 -a. Water - Combination Air Release 33-31_701 (01NJ8!!31 • E I-11 ..tion Air Release Valve GA Industries, Inc Empue Air end Vacuum Valw, Model 935 ASTM A 126 Class B, ASTM A I" & 2'IC-1Comb. unn Air Palm. Velw Muluolex Mainilho urma Co Crispin Air and Vacuum Valves, Model No 1/2• V & 2" • E I -I I Combination Air Release Valw Velw end Primer Com APCO X 147C, X I45C and 4I47C 1', 2" At 3- Mix M1Vater • - r BAr -) Fir 33-12-40 (011151141 10/01/87 E-1-12 Dry Barrel Fire Hvdrmt American -Dolma Valve Dr.-.. Nw 90-18608. 94-18560 AWWA C-502 03/31/81 E-1-12 Dry Barrel Fire Hvdrent I American Darling Valve Shoo Or —No 94-18791 AWWA C-502 f 09/30/87 E-I-12 Dry Barrel Fire Hvdrenh Clow Comor hon Shoo Drnvsna No D-19895 AWWA C-502 I! 01/12/93 E-1-12 Dry Barrel Fire Hvdrent American AVK Commov, Model 2700 AWWA C-502 08/24/88 E-I-12 Dry Barrel Fue Hvdrant Clow Corporation Drawings D20435. D20436. B20506 AWWA C-502 E-I-12 Dry Barrel Fire Hvdrant ITT Kennedy Valw Shoo Drowina No D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hvdrent M&H Valve C=mnv Shiro Die —No 13476 AWWA C-502 Shop Drewmga No 6461 10/I4/87 E-1-12 Dry Barrel Fire Hydrant Mueller Corona, A423 Centurion AWWA C-502 01/IS/88 EI-12 Dry Barrel Fire Hvdrmt Mueller Company A423 Super Centurion 200 AWWA C-502 10/09/87 E-142 Dry Barrel Fire Hydrant US Prue & Foundry Shoo Drawma No 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Fbw Control (AFC) Watereru Ps— WB67 AWWA C-502 i 011/I2/16 33-1240 Div Barrel Fire Hvdrant EJ Beat Jordan Iron Works) W.-Mister SCD250 titers 02/OS/93 EI01-5 Detector Check Meter Ames Company Model 1000 Detector Check Vahe AW WA C550 4" - 10" 09/0S/04 M.anelic Drive Vertical Turbine Herxv Masa.a Drive Vertical AW WA C701. Class 1 3/4" - 6' • From Original Standard Products List 4 FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer Pipe larger than 15 inch diameter shall be approved for use by the Water Department on a roiect s eciflc basis. Special bedding may be re uired for some pipes. Water -Pitte&PVC (Pr esgurrWiarrr133.31-TSllrllln8/131 _ _ 01/18/18 33-11-12 PVC Pressure Ptoe Vmvltmh PVC Pioe DR14 rallli ASTMD1794 3/19/2018 - 33 11 12 PVC Pressure Pine Ptcehfe Jet Stream _ DR14 AWWAC900 I 3/19/2018 33 11 12 PVC Pressure Pine Pmelife Jet Stream DR I8 AWWA C900 5/25/2018 33 11 12 PVC Pressure Pine Diamond Plastics Comoratmn DR 14 AWWA C900 5/25/2018 33 11 12 PVC Pressure Roe Diamond Plastics Com enituin DR 18 12/6/2018 33 11 12 PVC Pressure Pipe 1-M Manufacturing C., Inc d/Na JM Eagle DR 14 12/6/2018 L 33 11 12 PVC Preaure Pipe J-M Manufacturing C,, Inc d/Na JM Eagle 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) 9/62019 33 11 12 PVC Pressure Pipe NAPCO(Weetlerke) 9/62019 33 11 12 PVC Pressure Pipe Sand.— Pipe Corp Water - Pi 'Alv & Fr —tile Iran Fittin a 33-11-11 07/23/92 EI07 Ductile Iron Finings Star Pipe Products, Inc • EI-07 Ductile Iron Fatinas Griffin Pine Products. Cc ' El-07 Ductile Iron Fmmgs McWanvTvler Pma/ Union Utilities Disasten i 08/11/98 EI-07 Ductile Iron Fittinw Sienna. Co 02/26/14 El-07 MI Fiatnas Accucast 05/14/98 El-07 Ductile Iron Joint Restraints Ford Meter Box Co /Unt-Flange 05/14/98 E1-24 PVC Joint Restmmts Ford Meter Be. Co/Uni-Flange 11/09/04 El-07 Ductile Iron Joint Restraints One Bolt, Inc 02/29/12 33-11-11 Ductile Iron Pia Mechanical Joint Restmmt EBAA Iron. Inc 02/29/12 33-11-11 PVC Roe M.chantcal Joint Restraint EBAA Gan. Inc 08/05/04 EI-07 Mechanical Joint Retainer Glandt(PVC) Staines, Co 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Simru. Co 08/05/04 El-07 Mechanical Joint Retamer Gland.(PVC) Sigma Co 09/10/98 EI-07 MJ Filtin"DIP) Stoma. Co 10/11/10 EI-24 Interim Restrained Joint Svstem S & B Techncul Products 09/16/06 El-07 Mechanical Joint Fmmgs SIP lnduames(Seramoore) 11/07/16 33-11-11 Mechanical Joint Retainer Glands Stu Pine Products. Inc I11/07/16 33-I1-11 Mechanical Joint Raw —Glands Star Roe Products. Inc DR 18 DR14 Fusible PVC DR18 DR14 DR14 AWWA C900 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900 AWWA C900 AWWA C900 AWWA C900 Mechanical Joint Fmmgs - AWWA C 153&C110 Mechanical Joint Farm. AWWAC 110 Mechanical Joint Fgnngs, SSB Class 350 AW WA C 153. C 110. C 111 Mechanical Joint Foungs, SSB Class 351 AWWAC 153. C I10. C 112 Class 350 C-153 MJFittings AWWAC153 Unt-Flange Series 1400 AWWACIII/C153 Um -Flange Series 1500 Crele-Lock AWWACIII/Cl53 One Bolt Remained Joint Fitting AWWACIII/CI16/C153 Megalug Series 1100(for DI Pipe) AWWACIII/CI16/CI53 Mogalug Series 2000(for PVC Pipe) AWWA Cl I I/C 116/C153 Sigma One-Lok SLC4-SLCIO AWWACIII/CI53 Sigma One-Lok SLCS4-SLCS 12 AWWAC111/C153 Sigma One-Lok SLCE AWWACIII/CI53 Sigma One-Lok SLDE AWWA C 153 Bulldog System ( Diamond Lk 21 & JM ASTM F-1624 Mechanical Jo ant Fittmgs AWWAC153 PVC Stugrlp Series 4000 ASTM A536 AW WA CI I I DIPStugrip Series 3000 ASTM A536 AWWA C I I I EZ Gip Joint Restraint (EZD) Black For DIP U 4'. 11' 4"-12" 16"-24" 4". 12' 16"-24" 4"-28" 16"-24" 4" g" 16 24 4"- 12" 4"- 12" 4'. 12" 4" to 36" 4" to 24" 4' to 12" 4" to 42" 4" to 24" 4" to 10" 4" to 12' 12" w 24" 4" - 24" 4" to 12" 4" to 24" 03/19/18 33-I1-11 Mechanical Joint Retainer Glands SIP lndusmies(Semamaore) ASTM A536 AWWA C 111 3"-48" O3/19/IB 33-I1-11 Mechanical Joint Retainer Words SIP IndustriesScram ( fie) EZ Grip Joint Restraint (EZD) Red for C900 ASTMA536AWWACIII 4"-12" iii DR14 PVC Pipe 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP lndustries(S—nipme) ASTM A536 AWWA CIII 16'-24" Watll"-PiraeaM1'alves & Fitfines/Resilient Seated Gaits Valve" 33-12-20 (05/13119 — Rain::c t Wedaed Gate Valve w/no Gars American Flow Control Series 2500 Drawing 8 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Senes 2530 and Series 2536 AW WA C515 30" and 36' 08131/99 Real,,: eal nl Wedge Gate Vithe American Flow Control Series 2520 & 2524 (SO 94-20255) AW WA C515 20' and 24' OS/18N9 Resilient Wedge Gate Valve AmericaFlow Control Series 2516 (SD 94-20247) Wn AWA C515 16" 1024/00 E1-26 Resihent Wedge Gate Valve American Flow Control Series 2500(Ducule Iron) AWWAC515 4" to 12" OM /04 Resilient Wedae Gate Valva American Flow Control 42" and 48' AFC 2500 AW WA C515 42" and 48" 05/23/91 E 1-26 Resilient Wedge Gate Valve American AVK Commnv A-- AVK Resilient Seaded GV AWWA C509 4' in 12" 01/24/02 EI-26 Resilient We as Gate Valrm American AVK Comnenv 20" and smaller • E I.26 Resilient Seated Gate Valve Kennedy 4' - 12" • EI-26 Resilient Seated Gate Valve M&H 4" - 12' • EI-26 Resilient Seated Gat. Valve Mueller Co 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co Series A2361(So 6647) AWWAC515 16" 01/23/03 Resdtent Wedae Gate Valve Mueller Co Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and a n tiller 05/13/05 Resilient Wedae Gate Vahe Mueller Co Muller 30" & 36'. C-515 AW WA C515 30" and 36" 01/31/06 Resilient Wedge Gate Vahe Mueller Co Moeller 42" & 48'. C-515 AW WA C515 42" and 48" 01/28/88 EI-26 Resilient Wedae Gate Valve Clow Valve Co AWWAC509 4"-12' �. 10/04/94 Resilient Wedge Gate Valve Clow Vahe 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 Vahe(SD D-21652) AWWA C515 24* and smeller 11/29/04 Resilient Wedae Gate Valve Clow Valve Co Clow 30' & 36" C-515 AW WA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedae Gate Valve Clow Vahe Co Clow Valve Model 2638 AWWA C515 24" 10 48' (Note 3) 05/08/91 E I-26 Resilient Seated Gate Volvo Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" ' E 1-26 Resilient Seated Gale Valve U S Pme end Foundry Co Metmacal 250, r uncese s SPL #74 3" to 16" f7. 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ FlowMuler Gate Valve & Banes l 08/24/18 Mateo Gate Vahe Mateo -Noma 225MR AWWA/ANSI C115/An21. 15 4" to 16" • From Original Standard Products List FORT WORTH CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST on a f E I-30 Rubber Seated Bunertiv Valve Heruv, Pratt Co • E1-30 Rubber Seated Butterfly Valve Mueller Co. 1/11/99 EI-30 Rubber Seated ButterBv Valve D.—k Valves Co 06/12/03 EI-30 Valtrtauc Amertean Buttertiv Valve Vulmauc Valve end Manufcturmg Coro I 04/06/07 EI-30 Rubber Seated Butfflv Valve M&H Valve I 03/19/18 I I 33 1221 Rubber Seated Buttcrflv Valve G A Indtutnea (Golden Andersoo) Water - Put yedyll I enc F ncm erne n 1 33-1 1- 10 (GD981131 I L. .1112I E I-13 Encasment I Fl-.1 Packa— I 05/12/05 I E I-13 IM-110— Polvethvlene Encasment Mountain States Plssua (MSP) and AEP Ind 05/12/05 I EI-13 Polvethvlene E.—cet I AEP lnduArre, 09/06/19 I 33-11-11 Polvethvlene Enaaament Northtovvn Producta late �Hiter-S MRIK VS64j" I Ib 03/07/23 I i sg W.4r Sampling stator Eetiose 1�L .11tit � 1ltlOnta Dt I-Euahcr 10/21/20 I I —mated Flushing System Mueller Hvdrm=d f 04/09/21 .I IAutometed FlushSystem Kupf le Foundry Company 04/09/21 IAutotnated Fluehtng System Kupf le Foundry Company Updated: 03/07/2023 basis. SDecial bedding may be reouired for some AWWA C-504 24" AWWA C-504 24"ond smaller AWWA C-504 24" and larger Valmauc American Butterflv Valve AWWA C-504 Up to 84" diameter I M&H SNIe 4500 & 1450 AWWA C-504 24" to 48" I AWWA C504 Butterfly Valve AWWA C-504 30'-54" I Fulton Enterortses AWWA CI05 BmJ LLD Standard Hardvvere AW WA C 105 8 mil LLD Bulhu— by Co vtovvn Bolt & Gaakct AW WA C 105 8 mt1 LLD PE Encasement for DIP I A W WA C 105 I 8 and LLD Aber 88 124ncb Dedh of Bmv I t I "A.— h� 3 1 t _ HG2-A-IN-2-PVC-0l8-LPLG(Perman-t) Echpse M9800vvc My.89700 (Portable) • From Original Standard Products Ust 6 CITY OF FORT' WORTH 7'AANSPOltl'ATIONIPUBIAC WORKS DEPARTNIENT STANDARD PRODUCTS LIST AS OF 06/01/2023 I &n.crefe 19/9/2022 03 30 00 Mix Design I R/912022 033000 Mix Design .—W2_9330 U0 mi. Ucx 0 9A)/2022 033000 Mix Dean 19/9/202.2 033000 Mix Design 19/92022 03 30 00 Mix Design N/9/2022 033000 Mix Design 19/9/2022 03 30 00 Mix Design 19/9/2022 03 30 00 Mi. Design 19/92022 03 3001) Mix DesiRu 9/9/2022 033000 Mix Design 919/2022 033000 Mix Design 9/9/2022 D3 3000 Mix Design 9/9/2022 D3 3000 Miz Design 9/9/2022 D3 30 DO Mix Desim 9N/2022 A 3000 Mix Design 9/9/2022 D3 3000 Mix Desp 9/9/2022 D3 3000 Mix lealgn 9/9/2022 U3 3000 Mix Daian E9/9/2022 D3 3000 Min Design 9/9/2022 D3 3000 Mix Design 9/92022 D3 30 00 Mix Des0 9/9/2022 D3 30 DO Mix Design 9/92022 D3 30 00 Mix Design 9/9/2022 D3 30 00 Mix Design 5/2/2023 32 13 13 Mix Design 9/912022 D3 30 00 Mi. Desp 9/912022 D3 30 00 Mix Design 9M/2V12 U3 30 00 Mix Design 9/9/2022 D3 3000 Mix Design 9/912022 03 30 00 Mix Design 9/9/2022 033000 Mix Design 9/9/2022 p3 30 00 Mix Design 9/9/2022 D3 30 W Mix Dcs$ n 9/9/2022 03 30 00 Mix Des. 9/9/2022 033000 Mix fear 9/9/2022 033000 Mix Dana, 9/92022 033000 Mix Design 4/1/2023 0334 16 Mix Design 9/92022 03 30 OD lvlix Design 919R022 03 3000 Mix Dargn 9/92022 03 30 (XI Mix Des�m 9/9/2022 03 3000 Mix Duman NW2022 03 30 DO Mix Design 9IW2022 03 3000 Mix Da " 919/2022 03 30 DO Mix Design 9/9/2022 033000 Mix Design IN12022 033000 00 Mix Design 1/9/2022 033000 mi. Desgn 9/9/2022 03 30 00 Mix Design 9192022 03 30 00 Mix team 9/9/2022 03 30 00 Mix Design 9I 2022 03 3000 Mix Damp 9/9/2022 03 30 00 Mix Design 919/2022 -03 30 DO Mix Design 03 30 DO Mix Design :192022 9/9/2022 03 30 00 Mix Design R19/2022 03 30 W mi. Iesman W9/2022 03 30 00 Mix Del," 9/9/2022 03 30 DO Mix D-m 9/92022 03 30 00 Mix Design Amuri—i Concrete Company 30CAF029 30DO osi Concrete for Sidewalks & ADA Ramps American Concrete Company DIJAF382 IOUO psi Conercle Base Material for french Repair American Cuncretc Cum nP ny 40CNF065 4000psi Concrcic fui Mauhules & Utility Striven — 'American Concrele Company 45C'AF076 4500 mi Concrete for Iland Placed Paving Argos DI00MI737 4500 psi Concrete for Rend Placed Paving Arno. 1)1 OD00DO1791 4500 psi Concrete in, Hand Placed Pav919 Argos DIOW0001793 4500 psi Concrete for I land lilaccd Pitying Argos D10000001103 4$00 tuyj Concrete for Hand Placed Paving Arens 1) 0000002107 4500 psi Concrele for Ilond Placed Paving Amgen DI00001001273 45001ui Ca ciele for (land Placed Paving 'Argos D 10D00001617 3600 psi Concrele for Machine )diced Paving 'Argos 10000003381 45001 si Cut crctc for HES Paving KI0000009857 Argos 50 psi Plowable Fill -CLSM Argos psmi Cfor Inlets, )unction Boxes. Manholes. Channel Lucks. Sidcsvalks, Driveways, Curb (-inner U18��gb�� Arius Concrele D888 pxnncrete for Sidewalk,.Curbs Argos _ D1000001565S 30DO isi Concrete for Curbs. Curb & Gulums. Sid ... But. Drivewaysam . ADA Rps Argex DI000001615 3600 m Concrele for latch. Boxes. Fircasencul Blocking Argos D10000001061 3600 psi Cmcrele for Inlets, Boxes. Encasement' ISlockmi� i Argos �I000000I�$54{tU0 ti Concrete (or Valve Pads, Inlets. Slnclures. Fkodwnib.l"hest Blocking Argos m 8 gg 4Pin Concrete fur Valve Pads. Intel, Structures. Heralwnlls. Thrust Blocking Argos D10000001685,1000 Ti Concrete for Valve Psds Argos DI0000005751 750 Psi Concrete Base for french Rcpltir Af ' D1000 OI691 40W psi Concrete for Headwalls. Retaining Walls, Box Culverts. Valley Gutters ISmg D Concrete 73KGRT 3000 psi Colmte far Groub Big D Concrele Ig500AE 4500 psi Concrele for l ligh EsrlYY Shm1f,'h Paving Big U Concrete CM14520AE 4500 mi Concrele for Hand Placed having Bie'rown Concrete 452065-1 4500 osi hand .[need paving Big"PaWnl Concrete 450065.1 4500 psi hand placed paving - Burnco Texas 45U5U0B(J 4500 4 Concrete Mix for Hand Placed Pavina. Sloan Structures Bunco Texas 4011553BG 4000 psi Cmi—te Mix for Machine Placed Paving Bunke. Texas 55U 120AG 4000 psi Concrete Mix for I ligh Early St.wh Paving Barnco Texas 301)I GOAD 3000Rai Concrete Mix for Pipe Collars, hmlels, Tbmst Bieck.. Sidewalks. ADA Rnmas Bounce, Texas 30U101AG 3000 psi Concrete Mix for F'latwork } BurncuTexas �OU500110 3000 psi Concrete Mix for Blo krri�1�.. lMvewevs. Curb & Gutters. Sidewalks. ADA Ramps j Bien- Texas 40U500BC 4000 psi Concrete Mix for Shinn 15rain Stru.Iu—. Driveways. Srrtln Wu11s Rurneo'fexu }61.)500BG 36W Concrete Mix for lighting and'1'ratEc Signal Foundations Bunco Texas O8Y450BA 800 osi Concrcic Mix for Baae for Trench Repair Bunco Texas 01 Y690RF 100 psi Concrete Mix for Plowable Fill Bumcu Taxes IOYH508F 1000 psi Concrete Base Material for Trcnch Repair —Ceder Concrete FWCC602021 4500 mi concrete for Hand Placed Paving Carder Concrete FWCC55209136W psi for Machine Placed Paving r'ardcr Concrete FW(Y761r2091 36D0I�m (or Machin Placed P.vi.R Carder Concrete FWCC359101 Flowable Fill -CLSM Carder Concrete FWFF237501 Plowable Fill -CLSM Carder Concrete FWCC602001 4000 mi Concrete for Sloan Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters. Drive Approaches Carder Concrete FWCC502021 35DO psi concrete tar Sidxvvalks. Diivervays, Rarn— Curb & Gutter Carder Concrete FWCC502001 30DO psi for Sidewalks. Driveways. Ramos. Curb & Gutter. Flowork Charlcv's Concrete 4142 3600 osi Concrete for Curb Inlets. Junction Boxes Charleyi Concrele 4518 4000 Psi Concrete for Headwalls. W i ih—ills Charley's Concrete m5167 3600 osi Concrete Mix for Machine Placed Paving Charlcy's Concrete 4609 4500 psi C.-rch, Mix for Hend Placed PayinR, Manholes CharleYs Concrete 6103 4500 psi Concrete Mix for Iland Placed Paving, Manholes Cherie s Cwurete 4502 3000 osi Concrele Mix for Sidewalks Charles Conaec 37593DOOpsi ConcrcicMix for Sidewalks C'haleys Concrete _ ~ 1502150 psi Cmacrete for Fl—ble Fill-CLSM Charley", Concrete 1518 150 Psi Concrete for Flmyahle Fi1141 SM Charle0s Concrete j6 2 4000 psi Concrete for Storm Dram Structures Charley" Concrctc 6595 5000 psi Concmte Max for Ihuh Early Strength Paying Cluirleyi Concrete 6589 4500 Psi Concrete Mu for Iliit, Pavmg _ Chisholm Trail Redi Mix C13020AE 3000 psn Concrete for Drive—v& Garb & Gutter City Cmcretp Company I I-350-F-F 50-150 psi Coo nwlc fir Flowable Fill-CLSM CH'Y OF FORT WORTH THAN.SPOR'lA'f1ONIPURIAr WORKS DF.PARTMF.NT STANDARD PRODUCT'S 1.151'AS OF 06/0112023 I Nierete(Cut dirtied) 19/9/2022 033000 Mix Design City Concrete Company }OHA2511 3000,gai Concrele for Rip -Ran 19/9/2022 033000 Mix Dq, City Commit, Cmnumw 30HA20113000 psi Concrete Mix for Blocking. Sidewalks. Haim& Pads 19IW2022 D3 3000 Mix Desten City Concrele Cumpanr 15NG25113600 Pki Concrete Mix for Drilled Shags 19/92022 033000 Mix Design City Concrete Company IDOG25113600 Psi Slurry, Dis,R{�hnced Drilled SIwR 19/92022 D3 30 00 Mix Design City Concrete Company 4I51.A20114500 MiCaisietrAiu �y Bond Placed Paving 19I92022 03 30 00 Mix Design City Concrete Company 361.A2011 3600 qii Concmle Mix or Machine Placed Paving 19/92022 O3 3000 Mix Design City Concrete Company 16JAOOIJ 3600 pat Concrete Mix for Machine Placed Paving 19/92022 033000 Mix D.0 City Concrete Company 40LA2011 4000 psi Concrete Mix for Slorm Drain Structures 1111102022 033000 Mix Design City Corwrelc Company CWG25113600 ��44ssh Concrele for Drilled Shall 5/52023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled Shona 5/5/2023 63 30 00 Mix Design (lily Cencrete Company C'SS�%A250AG 3.600 nh Concrete fur Slurry Displacement Shafts, Underwater Shafts 9/92022 03 30 00 Mix Deals. Cow Dios. Redi Mix 250 3I pt Cn..r .ie Mix for Sidewrilka• Drivcw vs. ADA Ram. 9/912022 033000 Mix Des Cow Town Rcdi Mix 350 3000 par Cmiele Mit Aso Shlc.aik.. Drlvew.n, ADA Ramps 9/92022 0334 13 Mix Design Cow Town Rcdi Mix 970 q ' Plowabic Fill - CLSM 9912022 0334 13 Mix D.0 Cow Town Redi Mix 9-5-2 70J i Fbwablc PHI - CISM 9/9/2022 D3 34 13 Mix Desvp Cow] own Redi Mix 220-8 56 osi Corrcrcto Mtx for 1.1owable Fill - CLSM 9I9I2022 M 34 13 Mix Iesr Cow Town Redi Mix 320.9 50.i Cmicrele Mix for llriwahle Fill -CLSM 9/92022 D3 30 00 Mix Design Cow Town Redi Mix 230-8 750y�'Concrete Base Material for Trench Repair 9/9/2022 D3 30 00 Mix Design Cow'lies. Rcdi Mix 330-58 750 pd Concrete Base Material for Trench Repair 9/➢2022 033000 Mix Desp Cow Town Rcdi Mix 3533000 Ppsi Concreb Mix for Sidewalks. ADA Ramps. Driveways. Club & Gutter. S.r141Dial TrvAillli' w Nwi-fxlR)f Retaining Wells 9N2022 D3 30 00 Mix Des fo Cow Town Rcdi Mix _ 253-W 3000 Mi Conca40 Mix Sidmilks. ADA ppN�. Drivewayys.. Curb & Getter. Splay F.rd'I'rcatmcnb. Non-TWOT Retaining Welis 4f' 9N2022 D3 3000 Mix Dear Cow 7"own Redi Mix 2604000 Pzi Concrele Mix for Ilridec Slabs. Bux l.,is. Haulwallz 9912022 �1/9/2022 03 30 00 03 30 00 Mix Dear Mix Desp Cow Town Redi Mix Cow Town Rcdi Mix 215.1 3iA0 osi Concidc Mix for Headwalls 260.2 3600 nkConcrcu, Mix for Box Culverts. kicadw•alls 99/2022 03 30 W Mix Desna. Cow Town Redi Mix 3604000psi Controls Mix for Hndge Slabs, Be. Culverts. l leadwalls W)12022 30 00Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, f leadwalls. W inewalls 992022 D3 3000 Mix Deslyp Cow Tom Redi Mix 264-N 4500 t Concrete Mix for Eland Placed Paving 99/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 o�lonerdc Mix for Hard Placed Paving 9912022 D3 3000 Mix DesilJtn Cow Town Redi Mix 265 4500 .r Concrele Mix for Iland Placed Paving 9912022 03 30 00 Mix Desltp Cow Town Rcdi Mix $5 4500 it��SSr Concrctc Mix for Hand Placed Paving 9N2022 D3 30 00 Mix Door Cow Town Rcdi Mix 70-NC 4500 p?i Cuitcmtc for kBiS Pnvi7 992022 D3 30 00 ix Design Cow Town Rcdi Mix 370-1 NC 5006 qsi Concrete for HES Paving 99/2022 D3 30 00 Mix Design Cow Town Redi Mix 375-NC 50000 pst Concrete for HO Pavine 992D22 D3 3000 Mix Deep Cow Town Redi Mix 47 4200 psj1I Cin'ercid k1a Cur M.ahple. and{� $wN��FF Sh"InRr 99/2022 D3 30 00 Mix Design Co Tam Redi Mix Z70 5000 P. Concrete Mix for Cast-in-Phce Box C`uivens 992022 D3 30 00 Mix Delp Cow Town Redi Mix 3705000 Q5n Concrele Mix for Cast-in-PingBox Culverts 99/2022 0133000 Mix Design Cov'I'uwn Redi Mix 255-2 3DOil yd Concrele Mix for Inlets. Thrust Blocking. Concrete Encasement 992022 D3 30 00 Mix Dosum Cow Town Roth Mix 257 3600 mi Concrete mix fur Valley Gutters 11/142022 32 13 13 Mix Nap Cow Town Redi Mix 357-M 3600 1 Concrele Mix for Machine Plec d P.vinx 99/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600I Coocrete Mix for Machine Placed Poring 9912022 34 13 13 Mix DoOn Cow Town Redi Mix 260-M 4000 9 Concrete Mix for Machine Placed Pavine 9912022 35 13 13 Mix D'r Cow Town Rcdi Mix 360-M 4000 mii Concrete Mu fur Machine Placed Paving 99I2022 03 30 00 Mix Deaf," Cow Town Rcdi Mix 255-1.1' 3000 osi Concrete Mix for Curb & Gutter 992022 p3 30 DO Mix 1). t Cow'fown Rdi Mix 355-1.P 3000 QQ}si Concrele Mix for Curb & Gullet 9912022 033000 00 Mix Des Cow Town Redi M. 255 3500 osi Concrete Mix for FI.lwork. Imes. Thrust Blocking Concrete Encamniont E992022 67 30 00 Mix Design Cow Town Rdi Mix 3553000 pp Concrctc Mu for Inlets. Thrust Blocking. Concrete Encnxmem 1992022 03 30 00 Mix fesiµn Cow Town Redi Mix 365•STX dW psi Concrctc for Bridge dabs. top slabs of direct ttalEc culvetis. approach slabs 1992022 03 70 00 Mix Design Cow Town Rdi Mix 357 3600 osi Concrete Mix for Valley 0 it01, 111182023 033000 Mix lesirn Cow Town Redi Mix 380-NC 4500p }i Cencrce for I1ES Paving E992022 03 30 00 Mix Design GCH Concrele Services Z14000 4000 yti Concrete for for Sidewalks. Rain.. Heudwal la. Inlets. and Stonn Dram Structures 1992022 033000 Mix Dead (iCI I Concrete Services GCI lV5 4000n}i Concrele fur Machine Placed Paving I99/2022 03 I0 00 _ _ Mi. Denmi OCR Concrete Services GCH45tW 4j60 i Concrete Npnd Placed Paving 99+1022 03 30 00 Mi. Design Ingram Concrctc &^\r—�rr�gams C47PV5E5 30.(r..i Cuncnu. for Sidewalks. ADA Ramos 1992022 03 30 011 Mix leajfp hngtam Cmerd . & 9;rttmlc> 2MW]i 703254!>4 i0i![I i ['enernir for Sidewalks. ADA Rmngs _ 19J92022 Q} 3000 Mix Design humm Concrete & fir(( gales 2MWR-WTIV5D5 3000 04j Con'Ite Mix for Sidewalks. ADA Ramos 1992022 j 30 DO Mix Desian Ingram Concrele & Rnks 2MWR-CS(rl'SSDS 4000 osi Concrete Machine Placed Pavia/ 1992022 3 30 60 ix Design Instant Concrete & aarcgptes 2M W R-161 UVSDM 4500.i Concrete for Bond Paced Pamir 1992022 D3 30 00 = Design Ingram Concrete & Aegremtes 2MWR-IOMOS50N 4500 .i C'onpcle for Hand Placed Pnvi.a 199/2022 D3 30 00 Mix Design Imu.. Concrete & A. —inks 161 PS5EM 4500 "i Concrete for Blind Placed Paving 1 WW2022 D3 30 00 Mix Design .gram Concrete & Angegate. C47PV5E5 3000 Psi Concrete Mix Cot Sidewalks. ADA Ron. 141712023 D3 30 OD mix Iesj t �naram Concrctc & Aggregates I m "c / An ^ ' ,------- i„ht Pole Bases 1992022 D3 3000 Watt Ill am Concrete & Agarcwnes 161 PSSEM A500 psi Concrctc Mixifor IWnd Pleccd Paving N912022 D3 30 00 Mix Design Ib ire - SOR, Inc. 1551 30 M) pal Co erete Mix for Blocking CITY OF PORT WORTH TRANSPORTATION/PUBLIC WORKS DEPART09ENT STANDARD PRODUUl'S LIST' AS OF 06/01/2023 I toneretefCay sued) I9/92022 V 30 00 �v1ix Design Holcim - SOR, hic, 5177 3000 psi Concrete Mix for Sidewalks 9/912022 033000 Mix Dmo Ilolcim -SOK. Inc. 12613000 psi Concrete Mix for Sidewalks 9/92022 A 30 00 Mix Dc ugn Ilolcirn - SOR, Inr. 2125 4500 psi Concrerc for HRS Pavrna 9/9/2022 03 30 00 Aiz Dex' Hole.. - SOR, Inc. 1701 4000 psi Concrete Mix for Stonn Brain Structures. Sunitary Sewer Manholes. Junction It.., 19/9/2022 OS 3000 dix Dea Ilolcim- SOR. Inc. wo 5409 4000 psi Concrete Mix for Srdelka. Inlets 9/92022 033000 Aix Des H.Icint -SOR. Inc. 5507 4500 old Concrete Mix for Hard Placed Paving 12/ 152U22 3 30 OD Au Ucsfyn Holcim - SOR, Inc. 374121 W It commte for 0owable fi1VCSLM 9/92022 043000 Aix DeW Holcim-SOR. Inc. 5017200 psi Conn I for 11 Material for Trench Repair 9192022 03 30 00 Aix Design Hocim - SOR, Inc. 96 3606 osi Concrete for Drill Shads 9/9t2022 03 30 00 Mix Dayn Hnicfm- SOR. Inc- 1851 4500 Psi C.ocrete f r Storm Drain Slnio—, 11-1 PIaccd Paving 12/52022 43000 Mix D"Jina Holcim -SOR. Inc. 1822 360D osi Co—te for Drilled Shads 9N12022 D3 30 00 Mix " Ilokim- SOR. In, 1859 4000 Qy Concrete for Drilled Shads Z=letc 4/7/2023 D3 30 00 Mix •sago i.inllld Slone C301 D 3.Odf psi for Sidewalks. Approaches. and Dri—sivs. 4272023 033000 Mix Dow Lppid Slone C361 DNPA 3.600 Q�tCmrrete for Rem ininP�wa11 drivewov. iunction box apron. approach Ltrncrele Aasm. 422023 D3 )0 00 Mix Degrn Lppid Stone C361 DDIR 1.600 QQ��i 6r Lialrt Pole 124/2021 D3 30 00 Mix De liquid liquid Slone C451 DHR-A 4500 Concrete for HES Pavfn 19N2022 D3.1000 Mix Martin Marietta RT1322143.OWoiConrn:rc for Sidewolks�u 19/9/2022 D3 30 00 M Ix Da n Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & ftemos, 198/2022 033000 Mu Dapn Martin Marietl. R2131214 3.000 psi Concrete far Sidewalks & Ramps 19/9/2022 033000 Mix Des�p Martin Marietta R2131314 3.000 psi Concrete for Sidewalks & Ramps 19/9/2022 D3 30 DO Mi. Des�P Martin Marietta R2136014 3.000 nsi Comxcle for Sidewalks & Rintu s 19/9/2022 03 3000 Mix Deq Martin Msrietla R2136214 3.000 psi Concrete for Sidewalks & Ranios 19/9/2022 031000 M.ix Des an Menin Marietta R21412244,0W psi Concrete for Sidewalks&Ranps 9/92022 03 3000 dix Ueq'gu Martin MerieOu R2141024 CODO Psi Coacrue Ibr Sidewalks & Reruns �9/9/2022 D33000 Ai. Dolan Martin Mariello Pt21362243,600 � Concrete fur Cmb inlets 9M2022 D3 3000 Aix Design Martin Marietta R2141233 3.600 all Concrete for Stonn Structures. Inlets. Blocking & Encasement 9/9/2022 D3 30 W Aix Des'gyPg Marlin Marietta PLOW25A 50pp1 Concrete for Plowable 1'iVCI.SM 9/9/2022 D3 3000 Ai. Des n hlanin Marietta k2142233 3.66D psi Concrete for Manholes, Inlets & Ileadwalh 9/9/2022 03 30 00 Aix Iksp Martin Marietta R2146333 3.6W psi Concrete for Manholes. Inlets & Ileadwalls. Concrete Encasement 9/9/2022 03 30 00 Aix Da n Marlin Mariam R21412304.000 IV"Concrete for Manholes. Inlets & fksdwalls. Valve Pods 9I9I2M2 033000 .Aix Des�jt Martin Marietta R2146035 4.000 nsi Con ele for Manholes. Inlets & Headwails. Valve Pads 9/9/2022 033000 Mix Dar Martin Marietta R2146335 U00 psi Concrete for Hmd Paced PavinP,inla:. Sloan Dmin Slnslures 1122022 72 I7 13 Mix DmIlin Martin Marietta 8 141 N274,000 wl Cmcrete for Machine Placed in I12/2022 32 I7 3 Mix Design Martin Manetin 8 14i K304AW;jCalcrvlr tin Maehinc Ploenl ring 1122022 32 13 I3 Mu. Dgipu Mwliu Mai ieilu Pt2146N36 4,500 P. Cmcrete for Hand Placed Paving I I/152022 33 13 13 Mix Dmijin Menin Manetn R2146K36 4.500 p�j Cancmle for }lend Placed Paving I)/152022 34 13 13 Mix Doc Martin Marietta R2146P364.500 Pat Cancmle fur Hard Placed Paving I I/22022 32 13 13 Mix Deslitn Martin Marietta R2146K36 4.50D psi Concrete for Hand Placed Pavin I I/22022 32 13 13 Mix Des Martin Mario k2146N35 / 6.11 sucks / 4,500p�i wncrcic for Band [lace P-mv. Inlets. Manholes, Headwalls 1122022 P2 13 13 Mix Desgn Martin Marietta R2146K34 4.ODD psi Concrete Ior Inlets. Manholes, timdwnlls 1122022 2 13 13 Mix Dafgn Martin Marietta it2141 N24 4.000y3i Concrete for Sidewalks and R.nma 1122022 �2 13 13 Mix Design '4•,'anin Maricgte R2141 K24 4.006 osi Carucci. for Sidewalks and Romps 9192022 03 30 00 Mix DajiJt hlanin Marietta R2 W6039 4.500 osi Concrete for Inlets. Stun. Drain Structures 9/92022 033000 Mix Dm— Martin Marietta A2146036 4.500 psi Cuncrele far I land Need Paving. Inlets 03 3000 Mix Dnol Marlin Mariana R2146042 4.500 Psi Concrete for Hand Placed Paving L/2022 /2022 P3 3000 Mix DmIrl Martin Marietta R2146242 4.500 psi Concrete for [fond Placed Pnv f. 9NIZ022 033000 Mix Dmi r Martin Monello 142146236 4.500 pfi C st—le for Ilond Placed I' O% 9/9/2022 D3 30 00 Mix. Design Mania Mericim D9493SC4,500=Concrelcforliandx oPnviy 9192022 4/l2023 03 30 DO 32 1320 Mix Data. Mix Diniian Manta Marietta Martin Marietta R2147241 4.500 Psi Concrete Inc sign laced PmnR R2136NI4 / 5.00 seeks 13.WO psi concrete for Sidewalks 4/12023 b3 30 W Mix DelpAn Marlin Marietta K21461133 / 6.01 sacks/ 4.OW psi mncretc lot Badge Dcck 4/12023 033000 W Mix Design Marlin Marietta R2146033 4.000 Psi Concrete P r Ripra. 4g2023 2 13 20 Mix Desig. Marti. Marietta H2136K 14 3.OW f concrete for sidewalks and raylps 4/712023 2 I3 13 Mix Datgn Marlin Manetta I12161 K70 {i„OOO P. (3,000 pgj 24 hrs.) for IIo Paving 1/1-23 33000 Mix Des tan Mani. Marietta 310LHP 1.19 yit C ercie IV uininR Walls 1122/2023 �12 13 13 Mix Design tin MnnaIt. R2146K37/6.22 sock / 4.500 3i Concrete for Hand }')aced P-ing 4/I/2023 033000 Mix Design din Mxdetl. I42141030 4,000 psi Concrete . Riptap FORT WORTH. CITY OF FORT WORTH' TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PR0DUCTS LIST AS OF 06/01/2023 1 I COnCICI!(('al�flUld) I I 15/32023 03 30 00 Mix Design Marlin Marietta M7842344 4.000 psi Concrete for Bridge fleck I6W12023 32 1320 Mix Design Merlin Marietta R2136R20 3.000 Control, for Sidewalks and Rama IW 12023 32 1320 is Desp Martin Marietta R2136N203.000 twi Concrete for Sidewalks and Rams 191912022 32 1320 Mu Design NCS Redi Mix NCS5020A 3000 t�,t CorrcrcI Mix far Curb & Gotta. Driwways- Sidewalks 19/92022 033000 Mix Dnl n NBR Ready Mix TX C-YY 3000 r I Concrete Mix for Curb hdets 'fX 19I92022 031000 Mix, lendn NBR Ready Miz GNY 3000x Can ...to Mix for Curb lnkls 41242023 033000 Mix Des Rapid �tapid Redi Mix RRM6320AHP 4500 q¢j Concrete for Hand Placed Paviry 1242023 033000 Mix Des�,p Rapid Redi Mix RRM5523A 3600 pjj Conemle for Valley Gutters. Sidewalks. Approaches. ADA Raman I/ 19/2023 03 30 00 Mix De;lgn Rapid Redi ivlix RM6020ASS 42µai Concrole for Slmnr Drain Sim cturcs III8/2023 O3 3000 mi. Des)�p Rapid Ralf Min �RM5320A 3000 psi -retc fur Bla;km 1/18/2023 033000 Mi. Design Rapid Ralf Mix RRM5020A 30DO iii Concrele fur Curb. Goner. Driveways, Sidewalk, Romm C'onarcto 9/92022 0.130 DO Mix Des, Redi-Mix DCA7-F.554 IWO n I Miz far R'y CIAg 9N/2022 D3 30 00 Mix Dessau CLedi-Mix VOJ 11524 3000 osi Concrete Mix for Curb R Gutter 9/92022 D3 34 13 Mix Design Rodi-Mix FOC 100212 15lsi Flowablo Fill - CLSM 9N2022 ID30 00 Mi. Dongu Redi-Mix 10J 11524 3006 mi Concrete Mix for Driveways, Sidewalks. ADA Ramps 9192022 D3 30 00 di. Design Redi-Mix IOJI ISD4 3000p�i Coneroto Min for Sidewalks 9/92022 D] 3000 dix Design Red IOL11504 3.60(1 osi Concrete Mix for Sidewalks. Curb & Gutter 9Nr= D3 3000 dix Design Redi-Mix 10L11524 3600 N Concrete Mix Manholes. Inlets, Junction Boxes, lieadwalls 9/9I2022 03 3000 dix Map Redi-Mu IRJI 1524 3500 mi Concrotc Mix for 11mist Blocks. Valve Pads 9292022 D3 3000 Aix Design Redi-Miz 10121524 4000 psi Concrete Mix for Manholes W912022 03 30 OD dix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cost-in-PWcc Stoma Dmin Stmctmcs 91912022 03 30 00 Aiz Desjfpr Redi-Mix IOLI 15PA 3600 nsi C.—to Miz for Oridge urbi—tiros 9/912022 D3 30 00 Mix Dead Redi-Mix 156115FA 4000 mi Bride: Slabs 9/9/2022 0334 13 Mix Deslgn Jodi -Mu F35238VN 100 1 Plowable Fill CLSM 9192022 033413 mi. D.F Redi-Mix FOD138VM IZpsi Plowable Fill -CLSM 9/92022 0334 13 Mix Des�sn Redi-Mix 1011 1554 3000 psi Concrete Mix for Rip-Rq 9/92022 033000 Mix Des1ypJJ�� jtedi-Mix a0O138K9 1000IlI Cocrete Mix for Trench Repair Base Material 9/9/2022 033000 Mix Des(an Rcdi-Mire IOKI 152,13600 psi Concrete Mix fur Encasennt 9/912022 033000 Mix Deny Redi-Mi. ION 115074500 pai�, 42600 psi (oJ 24 his.) Cancretc Mix ( I IES Paving 9/9/2022 03 30 00 Mix DexF Redi-Mix I ON 11504 50050,gs1(3600 osi I2 days) Concrete Mix for HFS Paving 9!9/2022 033000 Mix Dear itedi-Mix 0K 11524 3600 u i Concrete Mix fro Machine Placed Paving 9l9/2022 033000 Mi. Dear Redi-Mix IOMI I5D4 450( psi Concrete Mix for Hand Placed Paving. Stamm Drain Structures 9/92022 D3 30 OD Mix Design Redi-M6c IOM11524 4500 mi Concrete Mix for Hand Placed Paving 9/92022 D3 30 00 Mix Deq'gn Redi-Mix IOM11504 4500 psi Concrete Mix for Hand Placed Paving W92022 D3 30 00 Mix L; Redi-Mix 145CDSP4 4500 Ill Concrete Mix for Hand Placed Paving. Strom Drain Stmoures 112/2022 D3 30 00 Aix 1)eq�n Radi-Mix 145P25P4 4500 pet Console for Storm Drain Structures I N52022 03 30 00 Aix I= Redi-Mix I OX 115C4 35W p1j Cuncreie fro Thrust Blocks. Valve Pads I V52022 P3 30 00 Aix Design cdi-Mix I36115C4 40DO pan Concrete for CIP Storm Dmi n Strictures 12/5/2022 033000 Ai. Design edi-Mix 101.115C4 3600 psi Concrete for Manhole, InIeL Junction Has. Headwall 11: W023 D3 30 00 dix Design Redi-Mix 80LI 15DS 3600 t d Concrete f.11dlled Shafts �.. 1/5/2023 033000 dix design Redi-Mix IONI I5D6 Sht dlspIBC.IMat 'haft e undenvalef drilled shafts. undervimer drilled shnRa 9/92022 03340 Aix D.0 SRM Curxmte 30000 3.000 osi Cgrcrelc fur Sidewalks and Ramam. Curb & Gutter jJN/2022 0334 13 mi. [ear SCUM Concrela 40050 4.000 p.�i Concrete for Ileadwalb. RetaininV Wall !9/2022 63 30 DO Mix Des SRM Catereta jr5023 LG00 in, Cmcreie for Machine Placed Paving 19N/2022 03 30 00 Mix le;n SRM Concrete a0068 7.600 mi Concrete for Machine Pleixd Paving Ij/92022 b3 30 00 Mix Dcsr SRM Carteret. 45000 4.500 mi Cuxreic for Hand Placed Paving 1 W 022 03 30 00 Mix Desrgi SRM Concrete 45300 4.500 mn Cacrcte for Mind Placed Pavin- I I9I2022 D3 30 00 mi. DesP SRM Concrete 10326 4.500 (3.00 64 3-cl )) osi Concrete for HL•S Paving I�0/102022 033000 Mi. Deng SRM Concrete 15000 3600 psi Concrete of r Sewer Manholes 11O/102022 D3 3000 Mi. Deep SRM Concrete 153003600 Concrete for Swore Manholes f9/W2022 D3 3000 Mix Dcsltw SRM Concrete 15022 3.606 psi Conesele for Junction flax. Retaining Walls WW2022 03 30 00 Mix Dead SRM Concrete 30050 3.00Oysi Concrete for Sidewalks, Ramps. Inlets, Junction Boxes, Thrust Blocks. Curb and Gutter. Driveways. Barrier Rama _ 211012023 D3 30 00 Mix Dear _1SRM Concrete �0310 3,060 psi Concrete for HF.S Private 11/132023 32 13 13 nx Iksnpn SRM Concrete 450234,500 psi Concrete for Hand Placed Pnvin, I5/5/2023 P3 30 00 ix Dear SRM Concrete D100008553CB 4.000 Qti Conereta for Bdrid Approach Sleb. Deck Slab Concrete �9/9/2022 9/9/2022 03 30 00 b3 30 00 Mix Design Aix Des Tarrant Concrete Tnrmnt Concrete FW6020AHP 45OO poi Mix for Han Placed Paving FW60AHP 4500 QQ15i Conrete Miz for Fiend Placed Paving 9192022 03 30 00 At. Deacon 'farmnt Commie TCFW6020AHP 4500 i C..W. Mix fur I land Pbrcel PnviRy 9/92022 03 30 00 dix Design 'Tarrant Concrete FW7520AMR 45DO (3psi o 3-d I poi CacreM HIM Pavgg 9N2022 D3 30 00 Aix Design 'famnt Cotxrcec 3-d FW6520AMR 43DO (3000 psi:ays plj HISS Paving 19M9t2022 D3 3000 Aix Design farmnt Concrete FW5520AMP 36W ommie for Machine Placed Paving 19I92022 03 30 00 At. Dcsop TxrnC.—cf.t Coele Con FW5320A 3000 psi C crate Mix for Blocking 19/92022 P73413 Aix Ocsylin 'I'mmnl C'aixrete FWFF 150ULSM SO- I SO oat Hawablo Fill -CLSM 19/92022 J 34 I3 Aix D-on Tarim Concrete FW FF275 50-150 nsi Fluwnblc Fill - CLSM FORT WORTH, CITY OF FORT WORTII'UltANSPOIYI'ATION/PUBLIC 1VORKS DE:PAR'INENT YrANDARD PRODUCTS LIST AS OF 06/01/2023 I I � nrrele(Co cued) 9/9/2022 pl 30 00 Mix Ues!p 'Tarrant Concrete FW6020A2 4000 yj' Concrcle Mix for Sionn Drain Structures IWIO/2022 U33000 Mix Dcargn '1'arnrn Concrete TCFW6025A2400I1 T Cuncre.1bi-Manholes 10/1012022 03 30 00 mix Uesjrp T.—rd Concrete 'FCF W 5020A 3000 as, Concrete for Sidewalks — — 9N2022 03 30 00 Mix Iesv 'Tarrant Concrete FIN 5025A 3000 psi Concrete Mix for Curb & Gutter, Ilrrvuwnys. Side Ills. ADA Rmnps 9N/2022 03 30 00 Mix Design Titan Ready Mix 3020AT 37p . C44ncretc fo// 9/9/2022 03 30 00 Mix Deso'. `rarnnt concrete �$iwQlks CP5020A 3000q si Cam, 1c , all r Curb and Gutter 9/9/2022 0.13000 Mix Dcaren Tarrant Concrete FW5525A2 363 Vrsi Concrete Mix for Sidewalks. Drive Approaches. ADA Ramo 9I 2022 033090 _ Mix Design Titan Ready Mix tRC4520450 psi Concrete For Hard Placed Paving 9N2022 033000 Mix De4`grr 'lice Gnl Redi Mix 0250.230 3000 psi Concrete Mix Fur Fkdwork. Curb & Uutter. Driwweys. Sidewalks. ADA Romos 9/92022 _ 03 3000 Mix D-ri True Grit Redi Mix 270.230 5000 psi Conerela fur Hood Placed Paving 9N/2022 03 30 00 Mix Des 'Prue Grit Redi Mix 0250.2301 3000 N Comical Mix for Curb & Gutter, Driveways, Sidewalks. ADA R. nps 902022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed I'evine 9N2022 033000 Mix Desp True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9N2022 033000 Mix Dcsv Tnre Grit Redi Mix 0260,2301 4500 par Coacrete Mix for Hand Placed Pam 9/9/2022 03 30 00 Mix Dew True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Vn11Onit Henri Placed Paying 9N12022 033000 Mix IJesagn \Vise Redi Mix 3678 3600 psi C'om to Mixfor Lmhting a'n 'nffrc Signd Foundations IyyPair Pavip ; 9N2022 32 12 I6 mix Desjjpr Austin Asphalt FTSD1379G5 PG64-22 Trpe D Fine Surface 9N/2022 32 12 16 Mix Dear Austin 4,Qhall DA5U135965 PG64-22 rvt� D Fine Surface 9N2022 32 12 16 Mix Utarn Austin Asplmit 1•-I'S61179G5 PG64-22 TyJw ID Firer Base 9N/2022 9192022 32 12 16 32 12 16 Mix Ucsr Mix Ilas�p Austin As I ili Austin p aIt FrID 139965 PG64-22 Tnje B Fine Bnsa F1' 10117'2 PG64.22 Tie t3 Pine 9N/2022 )2 12 16 Mix Design Remold. As hell 1901 U PG64-22 Tyve b PDnc Surface 9N/2022 32 12 16 Mix Design Reynolds As�iall 1112B PG64-22 Type B Fino Base Il/920022 32 12 16 Mix Des�n Itcyn ilds Asp nl1 1612H PG64-22 Typ� B Fine Base 9/9/2022 32 12 I6 Mix Dmfn Sunmount Pavinu 341 DV6422 PG64-42 rwe D Fine Surface 11262022 }2 12 16 Mix Design Stio—ail Paving 340DV6422 PG64-22 Type 11 Fine Surface 12/5/2022 33 12 16 Mix Design Sunrnuunt Paving 3076B116422 PG62-, 2 p B Finc Base — J 9/92022 32 12 16 Mix Design Sunmounl Paving 341-HRAI'64221iRU 64- 2'1'yr B Fine Base 9N/2022 37 12 16 Mix Design TXBIT 37-211305.20 PC"-22 Type B Fore Base " 919/2022 32 12 16 Mix Desirtn TXBIT 44-211305-17 PG64.22 Type B Fine Base 9/9/2022 �2 12 16 Mix Desp YXBIT 211305 (1757) PG64-22 Type B Fine B.. 9192022 32 12 16 Mix Des Jn 'rXBrr 222475 (1857) PG64-22 Type D Fine Surface 9N72022 f2 12 16 Mix Ucsr I'XB13 29-222475-19 Mi64-22Trype I) Fine Surface 91912022 32 12 16 Mix Dea r 'I'XBrr 1-222475-20 P064-22 Ty - D Fine Surface - 9/9/2022 2 12 16 Mix Dear TXBIT 64-224125-18 PU70-22 Type D Fine Surface 9/9/2022 � 32 12 16 Mix Design �XBIT 12-222475-19 M364-22 Type D Fun Surface Detectable Wi roam Surr- 9N/2022 32 1320 ID\VS -Pawn Piiie Hall Brick (Winston Salem. NC) %aclile Pavers ' 9N2022 32 1320 D\YS -livers Western Brick Co. (lloustun. TX) Uctocri d. Warning Puvers 919/2022 321320 DWS-('ompositc Hngmcered Plastics, Inc.(Wiliiensville, Armor "rile 9/92022 32 1320 D\VS - Co site ADA Solutions (Wdndngton. MAC/leritage Brick CIP Conrposi_tr Paver 4/72023 32 1320 D\VS -Pavers ADA Solutions (W ilmmgtun. MA) Delectpbia Waning Pave. I Silicone Joint Sealant 19/92022 '2 1173 �)oint Salonl Dow 890SL - Cold Applied, Single Component. Silicone Joint Sealant ASTM D5893 19/92022 I3 71 Joint Scnlent Trenico 90USL- Cold Appqlied. Sing a Component. Silicone Joint Sealant IAsTM D5893 '9/92022 1�2 32 1373 IJoini Sealnnl Pworn lCiale. I300SL - Culd�plied, Singh% Caninontan. Silicone Joint Scubat ASTM D5893 IAS3 19/9/2022 32 1373 Joint Scalanr R.WSawer Si irnne - Cold Applied. Single C.nu onaa. Silicone Joint Sealant M U5893 I Utility Trench Embedment Sand 19N2022 3 01 10 Sand Silycr Crcck ?,hdcrials Utility Finibedrncm Sand ASTM C33 19/92022 JOS 10 Embedroxpt Sand Crouch Materials UliOty Fanbednenl Sand —y ASTM C33 19/92022 �'3 33 OS 10 �Lrubocknc, Grrbednicnt Send P and L Dirt Movers Ulil FSnbednicN Saud �Ulildy IAS'rM C33 I9/912022 31 OS 10 Em iednicnl Sond F aml L Did M—rs Ulil7, &nbta incnl Sarin IASFM C33 1 9N2022 33 OS 10 Embodmem Scud Tal "l'op Martin Marietta Bmbedirient Sand IA.STM C33 FORT WORTH, CITY OF PORTWORTH THANSPORTATIONIPUBI.W WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 06/01/2023 Crate Rlaes-('n.t li I;rrosr. Covn.and nu- ``rr 9/9/2022 3305 13 Menhole Framn and ('over. Neeris Foundry 32" Dienseter Lipmme Water Manlwie Gasloned F— and Cover w/LogQ)i Loeo. Model No. NF-17431T66 9/92022 33 05 13 Mmihole Frames end Coves Necnn Foundry 32" Diameter LiRnmie Sellllt�• Sewer Manhole Fmme oral Cuvcr w/Lun�pin J,�e. Model N.. NF-1743LT69 9/9/2022 330313 Manhole Francs and Cos•cn SIT' Induslries 32" Diunicler Fort Worth S.m ary Sewer Manhole Frame and Cover. Item n. 80 9/92022 330513 Ip c tlaunes mil Cavern FJCO From XL Assembly 32" Dinmeler Sanirsry Sewer Manhole Fnite and Cover. Model No. W 148021 LDIO 19/92022 33 05 13 Manhole 1•re tics m, Coven Neene Finint 32" Diameter I.iflmnm Stonn Sewer Junction Box and M-Wic Fmice and Cover w/1-0.1 J o ' LoRQ� Model Nu. NF-1743I. FXX IV19/2022 3305 13 Manhole Fremcs and Covers Necna Foun ry 24" Di part l.i0nuitc Stonn Sewer Inlet Manhole Frame mid Cover w•/1.onaborn LZ htodol Pfe I?-] 650LT61 19/9/2022 33 05 13 Manhole Franca .,,it Covers AccuCast (Govind Steel Company, Lld.j,24" Dianscter MBRC M220605 ASTM A48 AASI ITO M306 9192022 3305 13 Manhulo Cover Noena Foundry 32"Dinmeler NF-1274.191 ASTM A48 AASH7'O M306 9/9/2022 3305 13 Manhole Frames and Covers Nocna Pon" _ 32" Dianneter NF-1743-I.M (Hinued) ASTM A48 AASITI'U M3UG 9192022 3305 13 Manhole Frame NaPoint, Poin 12.25" Diannelar 1,117-1930.30 ASTM A48 AASHI'O M306 9192022 3305 13 Monholc Francs and Covers N.,,a Foundry 32" Dinmeler NF-1743-JIV ASTM A48 AASID'O M306 9/9/2022 33 05 13 Manhole Frmics and Covers SIP hvlusuw:s 24" Dinmeler 2279STa" ASTM A48 AASHI'O M306 9N/2022 33 05 13 Manhole Fronars and Covers SIP lial suies 12" Diameter 228USF ASTM A48 AASHTO M306 9/92022 3305 13 Manhole Frsmcs nod Covers EJC'O 32.25" Diameter H11033 X2/A ASTM A48 MSH'r0 M3o6 ""N—All new lnvaNndon—.holt lid r6nl.averA. nrin/nmar 10"aynrinrrren1rcarnu as 4—VW1n G71y 5prroraion 73 0513. Axv araller aplnsriu .4l aih•6r nNo yWj evi iogn ah./n M., rc9.in p1. w 1fmarn oral inrrn. /r //�,� ^a-�ecse 3741 IUlCulverts:"10e,yY• erlbnena Precast Box Culverts 1022 33 41 10 Conemte Pilo \Yyes and Hendr Forrom RC'P Wyyp'Q and"BenrL 02l JJ 49 10 Precast Box Culverts Rinker Materials Rinker Materiels Reinf rceJ Concrete Box Calvert ASTM C'789. C7t50 ASTM C789, C850 9N2022 33 49 10 Concrete Pipe Rinker Materiels Rinker Materials Reinforces) Concrete Pipe Toneue and (iroovc loin) Pioo AS'1 M C76, C653 C76. C655 4111V7 77 3341 ID Concrete Pipe Fort— Reinforced Concrete Pipc - 3'onaue rand CJruove +D4R IAS'l'M PfIfI yloc rporm Drain Pipe I 7 jftIvmapvIcne Polypropylene Pita j9/912U22 1I Pipe jAdwnccd Drum. Svwems. Inc. IHP Storm Drain 61orm Drain Manholes and Junction Bones 9i912011 3 49 10 Stacked Manhole Oldcasale Precast 4' x 4' Slacked Manhole ASTM C478 1/9/2022 3 49 10 jurrtion Box Oldcamle j'recam 5' x 8' Storm Junction Box ASTM C478 9/9/2022 3 49 10 jarliat It.. Oldemul. Precast 4' x 4' Slums Jmn:lias Be. ASTM C478 Y9/2022 t 3149 10 Junction Box Oldcastle recast 5' x 5' Slorni Juncsion Box ASTM C478 9/9/2022 33 49 10 Tend on Box Oldcastle Ecast 6' x 6' Sterns In. ion Be. ASTM C478 9/9/2022 }3 49 10 Junction Box Ow —lie jj�rrrmeast 8, x 8' Sterns lunclion Rox Base ASTM C478 N912022 3 49 l0 no lunclion Box Uldcustie Precast 5' x 8' Storm Junction Box Base ASTM C478 919/2022 53 49 10 Box Coon— Redi Mix No, 260-2 6 Sack 3600 psi Concrete ror Concrete Collars ACI 318-14 9/92022 3I,3 49 10 Manhole iti lion Materials Rinker Materials Reinforced 18" UI'p�pcI 5R cml Foir ina Manhole ASTM C433 9/9/2022 P3 49 10 Manhole Connector `f'relleborm Enzineered Systems `Cor-N-Seal 106/406 Scrics Pme le Fl:XI. Cmmaaor AS I'M C923 1192022 33 49 10 Junction Box Fort— 4' x 4' FRT4x4409-PRECAST-BASF. ASTM C913 9192022 33 49 IU !unction Boz F'orlcrta 5' x 5' FRT-5x5409-PRECAST-TOP ASTM C913 9/9/2022 33 4910 Junction Box Fodena 5' x 5' FRT-5x1 f-Pl f ASTM C913 919/2022 33 49 10 Junction Box Fort— T-©�SE 6' x 6' FRT-6x6 EC {T TT P j ASTM C913 9l9/2022 3349 10 lunclion Box 6' x 6' FRT-6x6409-PRECAST-BASH ASTM C913 9I92022 33 49 10 Junction Be. fhomyson Pipe Group Vic 4'TPO4x4.409-PRECAST TUP ASTM C613 9/9R022 3349 to junction Box Thmnrson Pipc Group _ 4'x 4' TPU-4x4-409-PRECAST BASF. ASTM C615 9/92022 73 49 10 lunclion Boa Thompson Pipe Group 4'x 4' TPO4x4412-PRECAST-CAST 4-FT RISER ASTM C615 W92022 33 49 10 junction Box Thompson +pe Group 5'x 5' TPG-5z5.419 PN� T [ [ ASTM C615 9/9/2022 }34910 lunclion Box Thrnnpaon �tnc (itoua 5k 5'TPO-Sa5.4I0-P�•'��Il`B�Si: ASTM C615 9/912022 34910 lunciion lloa Thonwwn j�eG up t 5k4TPG-5a5412-PRECASTS-FTRISER ASTM C615 9I92022 33 49 ID lunclion Box Thmrmwn Group _ 6'z 6' lTKi6s6.41 [ �j( I (]��P1�4 ASTM C615 9/9/2022 334910 Junction Box 'Fhupwsun Pipe Group 616' 1PGbx64:l-P�CAST ME ASTM C615 9N2022 3349 10 junction Box Thanmsas Pipe Group 6'x 6' TPG-6z6.412-PRL'CAST 6-FT RISER ASTM C615 9192022 3 49 10 lwcliat Box Thampsois PiR�Oroup i'x T TPG-7x741 I -PRECAST TOP ASTM C615 9/92U22 3 49 10 )unction Box Thmnpwn Pio�broup i'x T TPG-7x74I I-PR1CA8"1' BASF ASTM C615 9/92022 34910 juiclion Box Thompson Pipe L'nual i'x 7' TPG-7x7-412-PRECAST' 4-FT RJSER _ ASTM C615 9/92022 334910 juscion Box Thoms-Pip. Gruen S'TPG-8x8411-PRECAST TOP ASTM C'615 9/9/2022 3314 9 IU lunclion jl^ z Jluoniown Pict Group B'z 8' TPU-8x8-411-PRECAST' BASE ASTM C615 9/92022 33 49 ID hnusion (1 imtwa� PiIK (imnp 8'x R' TPO-Sa8412-PRFC'AST 541 RISER AS3'M C615 FORT WORTH. CITY OF FORT WORT'11'rRANSPOII'FATION/PUISLIC WORKS DEPARTMENT `-L/"' STANDARD PRODUCTS LIST AS OF 06/0112023 I Storm Drain ( urb and Drop Inklc r 19/9/2022 33 49 20 Curb Inl.tx Fonerrx 10' x 3' FRT-10x3-405-PRECAST AM M C913 J{j I9/9/2022 334 20 Curb lnlctu Fortcrru 10' x Y FRT-10x3-406-PRECAST AS3'M C911 9192 ,022 3 49 20 Curb lnloty _ J'prterre 10' x 4.5' PR'r-10x4-402-PICEC'ASr _ _ ASTM C917 �1912022 334920 Curb loletx Fort— 10'x4_T Fl(T-IW 4d0•PXPAL". ' _ ASTM C913 /92077, 114920 Jrrnctipn Box kortortx 4' x 4' FRT-4z4 P _ ASTM C91J 19/92022 19/92022 �34920 � 3 49 20 Carb halo Curb Inlet Thomason Pipe Group th rupzat Pipe Group 10'x 3'TPG-10x30�PR8CAST INLET 15. S x 3' TPG'I}x]-403-P$tMASr RiL" _ASTMC615_ ASTM C615 9/9/2022 _ 334929 Curb Inks 'riw�on Pipe Group W x 3 TTG-20X3405-PRECAST' INLL r ASTM C615 f 9/9/2022 334920 Drop later Thump —Yee Group 4'x4'"1YGAX4-00S-PRL•'CA.SI INLL•r _ ASThI CGtS 19�2072 334920 Drop In" TMrmpson Pr Gpmp Y x 5'TPC3-5XS40S-PRRCAS'I' INLhI' ASl'M C615 19/92022 I 33 49 20 Drop Inl-t Ihoarl— Pip. Group _ 6' x 6'TPG-6X6-0OB-PRECAST INLET _ �S'I M C615