HomeMy WebLinkAboutContract 55287-PM1FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Chisholm Trail Ranch Section I, Phase III
M��� / j{�(gf. ... €_�-f ,, .,· Cb •• •• *. ·· .. tS' ••f ..... . ... * ,,, * ! . ·� * 'J L•••••••••••••,••••••••••••••••••, l ASHLEY N. WILLIAMS I ·� ................................ ; ,. . 1 . ti ,, -o.\ 1 7989 /,;J:; . f -,,,... 1., . ,:.('\ .·,� .,, , , • ..,�·· .. :ceNs�::-··�....,: ,, (C-38 ......... ��-..:. -\\ IONA\.� .:-,,,,,,--11/ a/ JD;J.b
City Project No. 102815
X-26576
IPRC20-0085
FID No. 30114-0200431-1028 15-E07685
Betsy Price
Mayor
David Cooke
City Manager
Christopher P. Harder, P .E.
Water Director
Michael Owen, P.E.
Director, Transportation and Public Works Depaitment
Prepared for
The City of Fort Worth
October 2020
,el PAPE-DAWSON
,,. ENGINEERS
TEPE Firm Registration No. 470
5810 Tennyson Parkway
Plano, TX 75024
CSC No. 55287-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
Page 1 of 8
Last Revised
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00 42 43 Pro osal Form Unit Price OS/22/2019
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00 45 11 Bidders Pre ualification's 04/02/2014
00 45 12 Pre ualiiication Statement 09/O1/2015
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00 45 26 Contractor Com liance with Workers' Com ensation Law 04/02/2014
�8 n o i���
00 52 43 A reement 06/16/2016
00 61 25 Certiiicate of Insurance 07/O1/2011
00 62 13 Performance Bond O1/31/2012
00 62 14 Pa ment Bond O1/31/2012
00 62 19 Maintenance Bond O1/31/2012
98�99 �,,.,,,..,.i r,...a;.;,..,.. , , ii-�-�T
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00 73 10 Standard City Conditions of the Construction Contract for Developer O1/10/2013
Awarded Pro'ects
Division O1 - General Re uirements Last Revised
O1 11 00 Summa of Work 12/20/2012
O1 25 00 Substitution Procedures 08/30/2013
O1 31 19 Preconstruction Meetin 08/30/2013
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O1 32 33 Preconstruction Video 08/30/2013
O1 33 00 Subinittals 08/30/2013
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O1 45 23 Testin and Ins ection Services 03/20/2020
O1 50 00 Tem orar Facilities and Controls 07/O1/2011
O1 55 26 Street Use Permit and Modifications to Traffic Control 07/O1/2011
O1 57 13 Storm Water Pollution Prevention Plan 07/O1/2011
O1 60 00 Product Re uirements 03/20/2020
O1 66 00 Product Stora e and Handlin Re uireinents 04/07/2014
O 1 70 00 Mobilization and Remobilization 04/07/2014
O1 71 23 Construction Stakin 04/07/2014
O1 74 23 Cleanin 04/07/2014
O1 77 19 Closeout Re uirements 04/07/2014
O1 78 23 O eration and Maintenance Data 04/07/2014
O1 78 39 Pro'ect Record Documents 04/07/2014
ChishoLn Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 8
Technical Specifications which have been modified by the Engineer specitically for this
Project; hard copies are included in the Project's Contract Documents
Date
Division 02 - Existin� Conditions Modified
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' ' ' I
! ' I
Division 03 - Concrete
Division 26 - Electrical
Division 31 - Earthwork
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Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 8
32 31 26 Wire Fences and Gates None
32 31 29 Wood Fences and Gates None
32 32 13 Cast-in-Place Concrete Retaining Walls None
32 91 19 To soil Placeinent and Finishin of Parkwa s None
32 92 13 H dro-Mulching, Seedin , and Sodding None
32 93 43 Trees and Shrubs None
Division 33 - Utilities
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Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 8
Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
httq://fortworthtexa s.gov/tpw/contractors/
or
https: //aqps.fortworthtexas.�ov/Proi ectResources/
Division 02 - Existin� Conditions
02 41 13 Selective Site Demolition
02 41 14 Utilit Removal/Abandonment
02 41 15 Pavin Removal
Division 03 - Concrete
Last Revised
12/20/2012
12/20/2012
02/02/2016
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Stren h Material CLSM 12/20/2012
03 34 16 Concrete Base Material for Trench Re air 12/20/2012
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Division 26 - Electrical
Division 31 - Earthwork
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31 25 00 Erosion and Sediment Control 12/20/2012
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Division 32 - Exterior Im rovements
32 O1 17 Pennanent As halt Pavin Re air 12/20/2012
32 O1 18 Tein ora As halt Pavin Re air 12/20/2012
32 O1 29 Concrete Pavin Re air 12/20/2012
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32 12 16 As halt Paving 12/20/2012
32 12 73 As halt Pavin Crack Sealants 12/20/2012
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Chishol�n Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 6 of 8
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32 17 23 Pavement Markings 11/22/2013
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32 91 19 To soil Placement and Finishin of Parkwa s 12/20/2012
32 92 13 H dro-Mulching, Seeding, and Soddin 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 O1 30 Sewer and Manhole Testin 12/20/2012
33 O 1 31 Closed Circuit Television CCTV Ins ection 03/03/2016
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33 04 50 Cleanin of Sewer Mains 12/20/2012
33 OS 10 Utilit Trench Excavation, Embedment, and Backfill 12/12/2016
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33 OS 13 Frame, Cover and Grade Rin s— Cast Iron O1/22/2016
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33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012
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33 OS 30 Location of Existin Utilities 12/20/2012
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Chisholm Trail Ranch Section 1, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
0o ao 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 7 of 8
Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 8 of 8
Appendix
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GR-01 60 00 Product Requirements
END OF SECTION
Chishohn Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised March 20, 2020
00 42 J3
DAP-BIDPROPOSAL
Pagc 1 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Projecf Item Infonnation Bidde�s Proposal
Bidlist Item Description SpeciHcation Section No. Unit of B�d U�ut Price Bid Value
No. Meas��re Quantiry
UNIT I: WATER IMPROVEMENTS
1 3305.0109 Trench Safety 33 OS 10 LF 2,100 $2.00 $ 4,200.00
2 3311.0001 Ductile Iron Water Fittings w/ Restralnt 33 1111 TN 0,37 $4,500.00 $ 1,665.00
3 3311.0241 8" Water Pipe 331110, 33 1112 LF 2,100 $35.00 $ 73,500.00
4 3312.0001 FireHydrent 331240 EA 3 $4,250.00 $ 12,750.00
5 3312.2003 1" WaterService 331210 EA 62 $950.00 $ 58,900.00
6 33123003 8" Gate Valve 33 12 20 EA 3 $1,300.00 $ 3,900.00
7 3312.0117 Connection to Ex(st(ng 4"-12" Water Main 33 12 25 EA 2 $1,000.00 $ 2,000.00
TOTAL UNIT I: WATER IMPROVEMENTS 5156,915.00
CITY OF FORT �VORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEM'S • DEVELOPER AWARDED PROIECTS CGishalm T�nil Rmsh Seclia� l, Phnse !!!
Pom� Vcrsion Scplcmbcr 1, 2015 Ci7y Projeei Na. 1028/5
00 42 43
DAP-BIDPROPOSAL
Pagc 2 oC 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item InFonnation Bidders Proposal
Bidlist Item Description Specification Section No. Unit of B�d U�u[ Price Bid Value
No. Meas��re Quantity
UNIT II: SANITARY SEWER IMPROVEMENTS
1 3301.0002 Post-CCNlnspection 330131 LF 997 $3.00 $ 2,991.00
2 3301.0101 ManholeVacuumTesting 330130 EA 4 $175.00 $ 700.00
3 3305.0109 Trench5afety 330510 LF 997 $2.00 $ 1,994.00
4 3331.3101 4" Sewer Service 33 3150 EA 38 $700.00 $ 26,600.00
5 3331.4115 S" PVC Sewer Pipe 33 il 10, 33 31 12, 33 31 20 LF 997 $46.00 $ 45,862.00
6 3331.4116 8" Sewer Pipe, C55 Backfill 33 1110, 33 3112, 33 31 20 LF 70 $58.00 $ 4,060.00
7 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 4 $4,000.00 $ 16,000.00
8 3339.1003 4' Extra Depth Manhole 34 3910, 33 39 20 VF }11�.� $185,00 $ 3,903,50
9 3305.0106 Manhole Adjustment, Major 33 OS 14 EA 4 $3,500.00 $ 14,000.00
10 OOOO.00OOAdjustExisting5anitary5ervice 000000 EA 24 $450.00 $ 10,800.00
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS 5126,910.50
CITY OF FORT NORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEM'S - DEVELOPER ANARDED PROJECTS Giisholm 7�nil Rnnrh.Sec�ion I, Phnse IU
Fonn Version Sepiember 1, 2015 Cily Projecl No. 1028f5
00 42 d3
DAP-BIDPROPOSAL
Pagc 3 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Projec[ Item [nfonnation Bidde�s Proposal
Bidlist Item Description Specification Section No. Unit of B�d Unit Price Bid Value
No. Measure Quantity
UNIT III: DRAINAGE IMPROVEMENTS
1 3305.0109 Trench Safety 33 OS 30 LF 791 $2.00 $ 1,582.00
2 3341,0201 21" RCP, Class III 33 41 10 LF 180 $55.00 $ 9,900.00
3 3341.0205 24" RCP, Class III 33 4110 LF 182 $60.00 $ 10,920.00
4 3341.0302 30" RCP, Class III 33 41 10 LF 353 $75.00 $ 26,475.00
5 3341.0309 36" RCP, Class III 33 4110 LF 76 $105.00 $ 7,980.00
6 3349.0001 4' Sto�m Junction Box 33 49 SO EA 2 $5,000.00 $ 50,000.00
7 3349.5001 10' Curb Inlet 33 49 20 EA 6 $3,400.00 $ 20,400.00
8 3349.6001 10' Recessedlnlet 33 49 20 EA 1 $4,400.00 $ 4,400.00
9 3349.5002 15' Curb Inlet 33 49 20 EA 3 $4,400.00 $ 13,200.00
10 3349.2003 24" Parallel Headwall, 1 pipe 334940 EA 1 $2,500.00 $ 2,500.00
11 3349.3007 36" Straight Headwall, 1 pipe 33 49 40 EA 1 $4,000.00 $ 4,000.00
12 3137.0104 Medium Stone Riprap, dry 3137 00 SY 24 $95.00 $ 2,280.00
13 3123.0101 Unclassified Excavation by Plan (Grade to Droin) 31 23 16 CY 100 $12.00 $ 1,200.00
TOTAL UNIT III: DRAINAGE IMPROVEMENTS 5114,837.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEMS - DEVELOPER ANARDED PROJECTS Clilslro/m 7rn11 Rmrch Seclion l, Plrnse !!/
Fam� Version Septcvnber 1, 2015 City Projec! Na. 102815
00 d2 43
DAP-BIDPROPOSAL
Pnge 4 oC 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item [nfonnation Bidders Proposal
Bidlist [tem Description Specification Section No. Unit of B�d Unit Price Bid Value
No. Measure Quantity
UNIT IV: PAVING IMPROVEMENTS
1 3211.0400 Hydrated Lime 311129 TN 211 $180.00 $ 37,980.00
2 3211.05016"LlmeTreatment 321129 SY 8,081 $3.00 $ 24,243.00
3 3211.05028"LlmeTreatmen[ 321129 SY 3,648 $3.50 $ 12,768.00
4 3213.0101 6" Conc Pvmt 32 13 13 SV 7,581 $36.50 $ 276,706.50
5 3213.0105 SO" Conc Pvmt 321313 SY 3,376 $60.00 $ 202,560.00
6 3213.0301 4" Conc Sidewalk 32 13 20 SF 9,811 $4•00 $ 39,244.00
7 0241.1100 Remove Asphalt Pvm[ 024115 SY 298 $12.00 $ 3,576.00
8 3212.0401 HMACTransition 321216 TN 36 $200.00 $ 7,200.00
9 3292.0100 Block Sod Placement 32 92 13 SY 2,367 $6.00 $ 14,202.00
10 3291.0100 Topsoil 329119 CY 263 $18.00 $ 4,734.00
11 3213.0506 Barrier Free Ramp, Type P-1 3113 20 EA 4 $1,200.00 $ 4,800.00
12 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 8 $1,500.00 $ 12,000.00
13 3441.4003 Furnish/Install Alum 5(gn Ground Mount City Std, (Rl-1) 34 41 30 EA 5 $650.00 $ 3,250.00
14 3441.4003 furn(sh/Install Alum Sign Ground Mount City Std. (D3-1) 34 41 30 EA 12 $250.00 $ 3,000.00
15 0241.0100 RemoveSidewalk 024113 SF 2,705 $2•00 $ 5,410.00
16 0241.0900 Remove Misc Conc Structure (Curb, Gutter and Pavement) 02 4113 LS 1 $2,500.00 $ 2,500.00
17 3471.0001 Treffic Control 324150 MO 2 $1,500.00 $ 3,000.00
18 0000.0000 Remove Type III Barricade 0000 00 EA 3 $500.00 $ 1,500.00
TOTAL UNIT IV: PAVING IMPROVEMENTS 5658,673.50
CITY OF FORT �VORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER ANARDED PROIECTS Chisholm TrnilRmsh Section 1, Phnse //!
Fom� Vcrsion Scptcmbcr I, 2015 Ci�}� Projec� No. 102815
00 -02 43
DAP-BIDPROPOSAL
Pagc 5 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Projec[ Ilem Infomiation Bidde�'s Proposal
Bidlist [tem Description SpeciScation Section No. Unit of B�d Unit Price Bid Value
No. Measure Quau[ity
UNIT V: STREET LIGHTING IMPROVEMENTS
1 2605.3015 2" Conduit PVC Schedule 80 (T) 34 41 20 lF 648 $12.00 $ 7,776.00
2 3441.1410 NO 101nsulated Elec Condr 35 4110 LF 1,944 $1.00 $ 1,944.00
3 3441.1646 Furnish/Install Type 338 Arm 36 41 20 EA 9 $800.00 $ 7,200.00
4 3441.3050 Furnish/Install LED Llghting Fixture (70 watt ATBO Cobra Head) 37 41 20 EA 14 $600.00 $ 8,400.00
5 34413301 Rdwy Illum Foundation N 1,2, and 4 38 41 20 EA 9 $1,000.00 $ 9,000.00
6 34413351 Furnish/Install Rdway Illum TY 11 Pole 40 41 20 EA 9 $1,200.00 $ 10,800.00
TOTAL UNIT V: STREET LIGHTS AND SIGNAGE IMPROVEMENTS E45,120.00
Bid Summnry
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNITV: STREET LIGHTING IMPROVEMENTS
This Bid is submitted by the entity named below:
Totfll Construcfion Bid
BIDDER: BY: Brock Hu gins
Conatser Construction TX, L.P. �
5327 Wichita Street
Fort 1VorH�, Teaas 76119 TITLE: rCS � delri
D�TE: O I/ O �/ 2 o z I
Contractor egrees to complete �VORK for �INAL ACCEPTANCE within ,L� working dnys after the date when the
CONTRACT commences to run ns provided in the General Conditions.
END OF SECTION
CITY OF FORT \40RTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEM'S - DEVELOPER AWARDED PROJECTS Cl�isholm Trn/I Rnnch Seclion /, Pl+nse //1
Forn� Version Scplember I, 2015 Cily Projecl No. 1028/5
ooasii-i
BIDDERS PREQUALIFICATIONS
Page I of 3
1 SECTION 00 4511
2 BIDDERS PREQUALIFICATIONS
3
4 1. Summary. All contractors are required to be prequalified by the City prior to submitting
5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequaliiication
6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
8 Prequaliiication Application in accordance with the requirements below.
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 financial analysis of the contractor. The information must be submitted seven (7) days prior
12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must �le the information by the 31st day of March
14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
23 of Incorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's TeYas Taxpayer ldentiiication Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer ldenti�cation
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxnermit/ and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DLTNS number as issued by Dun & Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects. The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other infonnation as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certiiied copy
44 be submitted for consideration.
CITY OF FORT WORT ChishoLn Trail Ranch Section I, Phase lll
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pr•oject No. 102815
Revised July 1, 2011
004511-2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certifed public accounting frm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting finns performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact, independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new stateinent at any time.
20 (8) The fnancial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital= current assets — current
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper veriiication.
32 b. Bidder• Prequalification Application. A Bidder Prequalification Application inust be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2) A minimum of five (5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or inodify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or perfonnance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORT Chishohn Trail Ranch Sectioa 1, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cir�� Pi•ojecr No. 102815
Revised July 1, 20ll
004511-3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
3
8 END OF SECTION
CITY OF FORT WORT Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CitY P�'oject No. 1028l5
Revised July I , 2011
ooas i2
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequaliiied contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Type" box provide the complete major work type and actual description as provided bv the Water
Department for water and sewer and TPW for paving.
Maj or Work Type Contractor/Subcontractor Company Name Prequaliiication
Ex iration Date
Water pi st�' bufi ar1
sy stem Conatser Construction TX, L.P. �ol 3�/ a I
Sewer Collec�c-ia� �t�r��chm.�.x �.,,�? Id/3t/al
sy s-tcm ►
c.�ncr�c+e P�avi ng .
C.anstvuc-ti an CA�na�+s�r Conshrvtctia� TX � I.,.�? I/ 3/ a 3
gOMGCi�NAy +' �deS�►'i
L► 9h�ti rx� G�A�t Ser Co�nS�iru�� �c ,�.,P• �/?/ aa,
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Conatser Construction TX, L.P.
5327 Wichita Street
Fort Worth, Texas 76119
BY: Brock Huggins
.
ignature)
TITLE: President
DATE: � I/ 01 1 2 0 2 S
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJEC�S
00 45 12_Prequalification Sta[emen[ 2015_DAP.docx
Form Version September 1, 2015
00 45 26 - 1
CONTRACTOR COMPLIANCE W1TH WORKER'S COMPENSATION LAW
Page 1 of 1
2
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 102815. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Conatser Construction TX, L.P. By: Brock Hu ins
Company (Please Print)
5327 Wichita Street Signature: \
Address
Fort Worth, Texas 76119 Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OFTARRANT
�
�
BEFO ME, the undersigned authority, on this day personally appeared
�� �� , known to me to be the person whose name is
subscribed to the foregoing in t ment, and a knowledged to me that he/she executed the saine as
the act and deed of �r�25t(�, Q j��" for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN iJNDER MY HAND AND SEAL OF OFFICE this day of
��O�r1l�r�1 , zo2o.
�• �•�-�.L-o � � � �,��r ^.
� ;�
�� �""',, KAMRA I-IOEfiIG +�
r yC,pM1\ P�q/�l
„ Nn�ary Pubiic, sr�ce of Tex , Notary ublic in and for t e ta of Texas
'?l�°a, �~T'� Corni».FxpiresOts-l5-20%., ��i
; ;,,� ,.�✓,�r: ,,
?'i ,'} ,�:'�� i�lol�ry ID 1;;213162 ���
„ _ '�
_ .._ _ _ _ _ _ ._ _.' _. " END OF SECTION
CITY OF FORT WORTH ChishoLn Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projec! No. 102815
Revised Apri12, 2014
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on O I/ I I�Z�2 I is made by and between the Developer,
4 Lennar Homes of Texas Land and Construction, LTD, authorized to do business in Texas
5 ("Developer"), and
6 Conatser Construction TX, L.P., authorized to do business in Texas, acting by and through its
7 duly authorized representative, ("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
I1 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2. PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 Chisholm Trail Ranch Section I, Phase III
17 102815
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within�Q working days after the date
24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
25 City Conditions of the Construction Contract for Developer Awarded Projects.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that Developer
28 will suffer financial loss if the Work is not completed within the times specified in
29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
30 the Standard City Conditions of the Construction Contract for Developer Awarded
31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
33 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees
34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
35 Developer One Thousand Dollars ($1 D00.00 for each day that expires after the time
36 specifed in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
37 Acceptance.
CITY OF FORT WORTH Chisholm Trail Ranch Section 1, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102815
Revised June 16, 2016
005243-2
Developer Awarded Project Agreeinent
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an ainount in current funds of ONE MILLION ONE HUNDRED TWO
41 THOUSAND FOUR HLTNDRED FIFTY-SIX ($1,102,456.00).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
2.
3.
Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequaliiication Statement
�� e+„�o .,.,a noao..,,i a,,,.,,.,.o.,.� i,,..,,;�„� .. ,,;�;,,�
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
F D,....o« .,F A+*.,.�.,o.. �.- fl,o R.�,�,d�
g. Worker's Compensation Affidavit
�. r,ru� ,,,,ai,.,. eu� r,...,.,,:*.,,o.,+�,.,..,, ir�..o,,,,;,.oa�
Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications speciiically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
a Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH Chishohn Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102815
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATION
77
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97
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification provision is speci�callv intended to operate
and be effective even if it is alleged or proven that all or some of the dama�es bein�
souEht were caused. in whole or in part, bv anv act, omission or negligence of the city.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its of�cers, 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 specificallv intended to operate and be effective even if it is alle�ed or
proven that all or some of the damages bein� sought were caused, in whole or in part,
by anv act. omission or negligence of the citv.
Article 7. MISCELLANEOUS
98 7.1 Terms.
99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
100 the Construction Contract for Developer Awarded Projects.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the Developer.
104 7.3 Successors and Assigns.
105 Developer and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of coinpetent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102815
Revised June 16, 2016
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 4
117
118 7.6 Authority to Sign.
119
120
121
122
123
124
125
126
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date")
Contractor:
Conatser Construction TX, L.P
� � /
. /� „"
i
C3mc1� NuqqinS
`.�
(Printed Naine)
Title: PI'e S 1 C�GIr1 {'
Company Name: Conatser Construction
TX, L.P.
Address: 5327 Wichita Street
City/State/Zip: Fort Worth, Texas
76119
127
�6 /1� 12oz.1
Date
Developer:
Lennar Honzes of Texas Land and Construction,
LTD.
(Signature)
�n� r C,I �e.('
(Printed Name)
Title: �- O r I �
Company name: Lennar Homes of T as Land
and Construction, LTD.
Address: 1707 Market Place Blvd. Suite 100
City/State/Zip: Irving, Texas 75063
�V/Il/Zo2u
Date
CITY OF FORT WORTH Chishohn Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102815
Revised June 16, 2016
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
lvo. BI-7280j
NOTICE: The waming found elsewhere in this Power of Attomey affects the validity thereof. Please review carefully.
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KNOW ALL MEN BY THESE PRESENTS, that BERKLEY. INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricar�lo .T. Rey��a; Dorr E. Corttell; Sopltir�ie Hu�eter;
Robbl Morales; Ke11y A. Westbrook; Tiha McEiva�i; Jvs/run A. Snurrders; or Tonie Petrnirek of Aorr Risk Services Sorrt/itiuest,
Irrc. of Dallas, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated l�elow and to execute, seal,
acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no
single obligation shall exceed Fifty Million and Ob/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds
had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own
proper persons.
This Power of Attomey shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duIy and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:
RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chau�tnan of the Board, Chief Executive
Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are
hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute
bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal
of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and
revoke any power of attomey previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or
other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner
and to the extent therein stated; and fiu�ther
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time wben such inshuments shall be issued.
IN WITNESS WHEREOF, lhe Coi any lias caused these presents to bc signcd and attested by its appropriate affioers and its
corpoiatc scal hc�•cunto �ff'ued this day of N( ,�o I Q .
Attest: ` Berkla Insurnnce Coinpan
/
(Seal) i3y f [iy __
Tra , Lede an Jef �e - fier
Executive Vice President & Secretaiy en o i •esident
WARNINC: THIS POWER INVAL[D IF I�C}T PRINTED ON BLUE "BERKLEY" SECURITY PAP[�.R.
STATS OF CONNECTICUT )
) ss:
couNT�r or rAiRrY��,v �
Yu
Stvorn to before me, a Not�i•y Publi� in the Slate of Connecticut, this�� day of l g, by Irn S. Ledernwn
nnd lcffrcy M. f{after �vho are stYol'n to me to be lhe Executive Vice Pre 'de t and Secrct�u•y, n tho Senior Vice Pr�sidcnt,
respectively, of Derkley Insurance Compa►tg1ARIA C. RUNDBAKEN / %1 `� /'
NOTARY PUBUC �L rL C� l��' `C
MY COMMISSION EXPIRES otaiy i'ublic, State ofConnecticut
ARRIL 30, 2019
CGlZTII�ICA'1'[:
1, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HERESY C�RTIFY that the foregoing is a true, correct
and complete copy of the original Power of Attomey; that said Power of Attorney has not been revoked or rescinded and that the authority of the
Attorney-in-Fact set forth therein, who executed the bond or undertaking to �vhich this Power of Attorney is attached, is in full force and effect as
of this date.
Grven under my hand nnd seal of the Compeny, this day of
(Seal)
m ent . Forte
iMPORTANT NOTICE
To obfain informafiion or make a complaint:
You may call Berkfey Surety Group, LLC and its affiliates by
telephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
Please send all notices of claim on this bond to:
Berkley Surety Group, LLC
(866) 768-3534
412 Mount Kemble Avenue, Suite 310N
Morristown, NJ 07960
Attn: Surety Claims Department
You may confiact the Texas Depar-tment of Insurance to obiain
information on companies, coverages, rights or compfainfs at:
1-800-2�2-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: htip'//www.tdi.state.�x.us
E-mail: ConsumerProtecfion(cr�tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim
you shouid contact your agent or Berkley Surety Group, LLC first. If
the dispute is not resolved, you may contact the Texas Depar-tment of
Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does nofi become a part or
condifion of the atfached document and is given fo comply wifh Texas
legal and regulatory requirements. �
Bond No. 0235122
006213-1
PERFORMANCE BOND
Page 1 of 2
1
2
3
4
5
6
7
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 62 13
PERFORMANCE BOND
§
§ KNOW ALL BY THESE PRESEn'TS:
§
8 That we, Conatser Construction TX, L.P, known as "Principal" herein
9 and Berkley Insurance Company , a corporate surety (sureties, if more
10 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
11 one or more), are held and firtnly bound unto the Developer, Lennar Homes of Texas Land and
12 Construction, LTD, authorized to do business in Texas ("Developer") and the City of Fort V��orth,
13 a Texas municipal corporation ("City"), in the penal sum of, one million one hundred two
14 thousand four hundred fiftv-six_($1,102,456.00), lawful money of the United States, to be paid in
15 Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made
16 jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
17 administrators, successors and assigns, jointly and severally, fiiYnly 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 CFA 20-0118; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the � day of , q n v w , 20 2 I, which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as Claishoh�i Tr�ail Ranclr Section I, Phase III.
2b 1�'OW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perfonn it obligations under the Contract and shall in all respects duly and
28 faithfully perforin 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 tnay 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 Chisho/nr Trai! Ra�rch Seclion l, Phase IJI
STANDARD C1TY CONDITIONS— DEVBLOPER AWARDED PROJGC7'S Cih� Projecr No. 102NI5
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 2
I PROVIDED FURTHER, that if any legal action be filed on this 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 "I'exas Govermnent Code, as amended, and all ]iabilities on this bond shall be detennined in
6 accordance with the provisions of said statue.
7 IN WTTNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
��
8 this instrument by duly authorized agents and officeis on this the �� day of
9 � wnvwr , 20 Z� .
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ATTEST:
(Principal) Secretary
�W�- �YtJ
Witness as to Principal �
►tness as to Surety
PRINCIPAL:
Conatser Construction TX, L.P.
.�_..�
i�
Brock Huggins
Name and Title
Address: 5327 Wichita Street
Fort Worth, Texas 76119
SURETY;
Berkley Insurance Company
BY��C:1c � ��Yl c�,/ �
Signature
Robbi Morales, Attorney-in-fact
Name and Title
Addt•ess: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
Telephone Number: _ 2 ] 4/989-0000
*Note: If signed by an officer of the Surety Coinpany, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Su►•ety's physical address is different Crom its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
C1TY OF FORT WORTH Chis/�olnt Ti•nil Rairch Seclrai I, P/iase Ill
STANDARD CITY CONDITIONS — DEVELOPER AVdARDED PROJECTS Crt�� Projec! No. l02815
Revised January 31, 2012
Bond No. 0235122
00 62 l4 - I
PAYMENTBOND
Pnge I of 2
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THE STATE OT TEXAS
COUNTY OF TARRANT
SECTION 00 62 14
PAYM�NT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
8 That we, Conatser Construction TX, L.P. known as "Princigal"
9 herein, and Berkley Insurance Company , a corporate
10 surety (or sureties if more than one), duly authorized to do business in the Stale of Texas, known
11 as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Lennar
12 Homes of Texas Land and Construction LTD, authorized to do business in Texas "(Developer"),
13 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of one
14 million one hundred two thousand four hundred fiftv-six _($1,102,456.00), lawful money of the
15 United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum
16 well and truly be made jointly unto the Developer and the City as dual obligees, we bind
17
18
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
�nnly by these presents:
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth, by and through a Coimnunity Facilities
21 Agc•eement, CFA Number CFA 20-0 l 18; and
22 V�'HEREAS, Principal has entered into a certain written Contract with Developer,
23 awarded the � �� day of �.Y a n v� � , 20 11 , which Contract is hereby
24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
26 Work as provided for in said Contract and designated as Chisholm Ti•ail Ranch Section I. Plrase
27 III.
28 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
29 Principal shall pay all monies owing to any (and all) payment bond bene�ciary (as defined in
30 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
31 the Contract, then this oUligation shall be and become null and void; otherwise to remain in full
32 force and effect.
CITY OF FORT WORTH Chisholni Trail Ranelr Seclron /, PJrase 1!/
STANDARD CITY CONDITIONS — DF.VELOPER A�i'ARDED PROJECTS City Projecl No. 102815
Revised January 31, 2012
006214-2
PAY�9ENT BOND
rag� 2 or z
2
3
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with tlie provisions of said statute,
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the� r� day of
6 Janva ,20 tl .
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ATTEST:
(Prmcipal) Secretai
_ ��� �.c� J'c.�
Witness as to Principal
i ness as to 5urety
PRINCIPAL:
Conatser Constiuction TX. L.P
: /, ��` /
i ".
Brock Huggins
Name and Title
Address: 5327 Wichita Street
Fort Worth, Texas 76119
SURETY:
Berkley Insurance Company
BY:�/ 7��� � %yl��
Signature
Robbi Morales, Attorney-in-fact
Name and Title
Address: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
Telephone Number: 214/989-0000
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both u�ust be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OP FORT WORTH Chisl�olm Ti•ail Rniich Seclion !, Phasc 1/l
STANDARD C1TY CONDITION3 — DEVELOPER AWARDED PROJECTS Ci1�� Project No. 1028l5
Revised January 31, 2012
Bond No. 0235122
006219-1
MA[NTENANCE BOND
Pngc I of 3
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 62 19
MAINTENANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we Conatser Construction TX L.P. known as
"Principal" herein and Berkley Insurance Company , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, Lennar
Homes of Texas Land and Construction, LTD, authorized to do business in Texas ("Developer")
and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of one million one
hundred two thousand four hundred fft, -six _($1,102,456.00), lawful money of the United
States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly
be made jointly unto the Developer and the City as dual obligees and their successors, we bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
�nnly by these presents.
20 WHEREAS, Developer and City have entered into an Agreement for the construction of
21 coinmunity facilities in the City of Fort Worth by and through a Community Facilities
22 Agreement, CFA Number CFA 20-0118; and
23 WHEREAS, the Principal has entered into a certain v�n•itten contract with the Developer
24 awarded the� +� day of � o� n va ��, , 20 Z I, which Contract is
25 hereby referred to and a inade part hereof for all purposes as if fully set forth herein, to furnish all
26 materials, equipment labor and other accessories as defined by law, in the prosecution of the
27 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
28 the "Work") as provided for in said Contract and designated as Chisholm Trail Ranch SectiorT I
29 Phase III; and
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34
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship far and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
Cl7'Y OF !'ORT \VORTH Chisholrn Trai( Rmich SecNon I, Phase III
STANDARD CI'IY CONDITIONS — DF.VELOPER AWARDED PROJEC7'S Cily Piojec( No. 102k15
Revised January 31, 2012
�06219•2
MAINTENANCE BOND
Page 2 of 3
1 WH�REAS, Principal binds itself to repair or reconstruct the Work in �vhole or in part
2 upon receiviug notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOVV 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; othervvise to
8 remain in full force and effect.
9
10 PROVIDED, HOVVEV�R, 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 reconsttucted 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
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CITY OP FORT WORTH Clusliolm Trni! Rauch Sec(ion I, P{mse I!1
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ciq� Project No. l028l5
Revised Januaty 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 instruinent by duly authorized agents and officers on this the �_ day of
3 �q,n c.� ,201.1.
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ATTEST•
(Prmcipal) Sec!•etary
K�R— iwr�
Witness as to Principal
itness as to Surety
PRINCIPAL:
Conatser Construction TX L P
BY: ��� � ��
Signature
Brock Huggins
Name and Title
Address: 5327 Wichita Sheet
Fort Worth, Texas 76119
SURETY:
Berkley Insurance Company
BY<� � / ' 71'1 6- � -1 �
Signature
Robbi Morales, Attorney-in-fact
Name and Title
Address: 5005 LBJ Freeway, Suite I500
Dallas, TX 75244
Teleplione Number: 214/989-0000
36 *Note: If sig7�ed by an officer of the Surety Company, there �nust be on �le a certified extract
37 from the by-laws showing that this perso�i has authorily to sign such obligation, If
38 Surety's physical address is different from its mailing address, both must be provided.
39
40 The date of the bond shall not be prior to the date the Contract is awarded,
CITY OF FORT WORTH ChisGolm Ti�ai( Ranch Sectra: /, Phase ///
STANDARD CITY CONDI7'IONS — DE VELOP�R A W ARDGD PROJECTS Ci[p Projec! No. I078/3
Revised January 31, 2012
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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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.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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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.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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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.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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.
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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.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102815
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102815
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102815
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
SECTION 01 31 19 1
PRECONSTRUCTION MEETING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6
clarify construction contract administration procedures 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. No construction schedule required unless requested by the City. 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
A. Coordination 19
1. Attend preconstruction meeting. 20
2. Representatives of Contractor, subcontractors and suppliers attending meetings 21
shall be qualified and authorized to act on behalf of the entity each represents. 22
3. Meeting administered by City may be tape recorded. 23
a. If recorded, tapes will be used to prepare minutes and retained by City for 24
future reference. 25
B. Preconstruction Meeting 26
1. A preconstruction meeting will be held within 14 days after the delivery of the 27
distribution package to the City. 28
a. The meeting will be scheduled and administered by the ty. 29
2. The Project Representative will preside at the meeting, prepare the notes of the 30
meeting and distribute copies of same to all participants who so request by fully 31
completing the attendance form to be circulated at the beginning of the meeting. 32
3. Attendance shall include: 33
a. Developer and Consultant 34
b. Contractor's project manager 35
c. Contractor's superintendent 36
d. Any subcontractor or supplier representatives whom the Contractor may desire 37
to invite or the City may request 38
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
e. Other City representatives 1
f. Others as appropriate 2
4. Preliminary Agenda may include: 3
a. Introduction of Project Personnel 4
b. General Description of Project 5
c. Status of right-of-way, utility clearances, easements or other pertinent permits 6
d. Contractor’s work plan and schedule 7
e. Contract Time 8
f. Notice to Proceed 9
g. Construction Staking 10
h. Progress Payments 11
i. Extra Work and Change Order Procedures 12
j. Field Orders 13
k. Disposal Site Letter for Waste Material 14
l. Insurance Renewals 15
m. Payroll Certification 16
n. Material Certifications and Quality Control Testing 17
o. Public Safety and Convenience 18
p. Documentation of Pre-Construction Conditions 19
q. Weekend Work Notification 20
r. Legal Holidays 21
s. Trench Safety Plans 22
t. Confined Space Entry Standards 23
u. Coordination with the City’s representative for operations of existing water 24
systems 25
v. Storm Water Pollution Prevention Plan 26
w. Coordination with other Contractors 27
x. Early Warning System 28
y. Contractor Evaluation 29
z. Special Conditions applicable to the project 30
aa. Damages Claims 31
bb. Submittal Procedures 32
cc. Substitution Procedures 33
dd. Correspondence Routing 34
ee. Record Drawings 35
ff. Temporary construction facilities 36
gg. MBE/SBE procedures 37
hh. Final Acceptance 38
ii. Final Payment 39
jj. Questions or Comments 40
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
SECTION 01 33 00 1
DAP SUBMITTALS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General methods and requirements of submissions applicable to the following 6
Work-related submittals: 7
a. Shop Drawings 8
b. Product Data (including Standard Product List submittals) 9
c. Samples 10
d. Mock Ups 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Coordination 23
1. Notify the City in writing, at the time of submittal, of any deviations in the 24
submittals from the requirements of the Contract Documents. 25
01 33 00 - 2
DAP SUBMITTALS
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
2. Coordination of Submittal Times 1
a. Prepare, prioritize and transmit each submittal sufficiently in advance of 2
performing the related Work or other applicable activities, or within the time 3
specified in the individual Work Sections, of the Specifications. 4
b. Contractor is responsible such that the installation will not be delayed by 5
processing times including, but not limited to: 6
a) Disapproval and resubmittal (if required) 7
b) Coordination with other submittals 8
c) Testing 9
d) Purchasing 10
e) Fabrication 11
f) Delivery 12
g) Similar sequenced activities 13
c. No extension of time will be authorized because of the Contractor's failure to 14
transmit submittals sufficiently in advance of the Work. 15
d. Make submittals promptly in accordance with approved schedule, and in such 16
sequence as to cause no delay in the Work or in the work of any other 17
contractor. 18
B. Submittal Numbering 19
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-20
reference identification numbering system in the following manner: 21
a. Use the first 6 digits of the applicable Specification Section Number. 22
b. For the next 2 digits number use numbers 01-99 to sequentially number each 23
initial separate item or drawing submitted under each specific Section number. 24
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 25
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 26
submittal number would be as follows: 27
28
03 30 00-08-B 29
30
1) 03 30 00 is the Specification Section for Concrete 31
01 33 00 - 3
DAP SUBMITTALS
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
2) 08 is the eighth initial submittal under this Specification Section 1
3) B is the third submission (second resubmission) of that particular shop 2
drawing 3
C. Contractor Certification 4
1. Review shop drawings, product data and samples, including those by 5
subcontractors, prior to submission to determine and verify the following: 6
a. Field measurements 7
b. Field construction criteria 8
c. Catalog numbers and similar data 9
d. Conformance with the Contract Documents 10
2. Provide each shop drawing, sample and product data submitted by the Contractor 11
with a Certification Statement affixed including: 12
a. The Contractor's Company name 13
b. Signature of submittal reviewer 14
c. Certification Statement 15
1) “By this submittal, I hereby represent that I have determined and verified 16
field measurements, field construction criteria, materials, dimensions, 17
catalog numbers and similar data and I have checked and coordinated each 18
item with other applicable approved shop drawings." 19
D. Submittal Format 20
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 21
2. Bind shop drawings and product data sheets together. 22
3. Order 23
a. Cover Sheet 24
1) Description of Packet 25
2) Contractor Certification 26
b. List of items / Table of Contents 27
c. Product Data /Shop Drawings/Samples /Calculations 28
01 33 00 - 4
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
E. Submittal Content 1
1. The date of submission and the dates of any previous submissions 2
2. The Project title and number 3
3. Contractor identification 4
4. The names of: 5
a. Contractor 6
b. Supplier 7
c. Manufacturer 8
5. Identification of the product, with the Specification Section number, page and 9
paragraph(s) 10
6. Field dimensions, clearly identified as such 11
7. Relation to adjacent or critical features of the Work or materials 12
8. Applicable standards, such as ASTM or Federal Specification numbers 13
9. Identification by highlighting of deviations from Contract Documents 14
10. Identification by highlighting of revisions on resubmittals 15
11. An 8-inch x 3-inch blank space for Contractor and City stamps 16
F. Shop Drawings 17
1. As specified in individual Work Sections includes, but is not necessarily limited to: 18
a. Custom-prepared data such as fabrication and erection/installation (working) 19
drawings 20
b. Scheduled information 21
c. Setting diagrams 22
d. Actual shopwork manufacturing instructions 23
e. Custom templates 24
f. Special wiring diagrams 25
g. Coordination drawings 26
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
h. Individual system or equipment inspection and test reports including: 1
1) Performance curves and certifications 2
i. As applicable to the Work 3
2. Details 4
a. Relation of the various parts to the main members and lines of the structure 5
b. Where correct fabrication of the Work depends upon field measurements 6
1) Provide such measurements and note on the drawings prior to submitting 7
for approval. 8
G. Product Data 9
1. For submittals of product data for products included on the City’s Standard Product 10
List, clearly identify each item selected for use on the Project. 11
2. For submittals of product data for products not included on the City’s Standard 12
Product List, submittal data may include, but is not necessarily limited to: 13
a. Standard prepared data for manufactured products (sometimes referred to as 14
catalog data) 15
1) Such as the manufacturer's product specification and installation 16
instructions 17
2) Availability of colors and patterns 18
3) Manufacturer's printed statements of compliances and applicability 19
4) Roughing-in diagrams and templates 20
5) Catalog cuts 21
6) Product photographs 22
7) Standard wiring diagrams 23
8) Printed performance curves and operational-range diagrams 24
9) Production or quality control inspection and test reports and certifications 25
10) Mill reports 26
11) Product operating and maintenance instructions and recommended 27
spare-parts listing and printed product warranties 28
12) As applicable to the Work 29
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
H. Samples 1
1. As specified in individual Sections, include, but are not necessarily limited to: 2
a. Physical examples of the Work such as: 3
1) Sections of manufactured or fabricated Work 4
2) Small cuts or containers of materials 5
3) Complete units of repetitively used products color/texture/pattern swatches 6
and range sets 7
4) Specimens for coordination of visual effect 8
5) Graphic symbols and units of Work to be used by the City for independent 9
inspection and testing, as applicable to the Work 10
I. Do not start Work requiring a shop drawing, sample or product data nor any material to 11
be fabricated or installed prior to the approval or qualified approval of such item. 12
1. Fabrication performed, materials purchased or on-site construction accomplished 13
which does not conform to approved shop drawings and data is at the Contractor's 14
risk. 15
2. The City will not be liable for any expense or delay due to corrections or remedies 16
required to accomplish conformity. 17
3. Complete project Work, materials, fabrication, and installations in conformance 18
with approved shop drawings, applicable samples, and product data. 19
J. Submittal Distribution 20
1. Electronic Distribution 21
a. Confirm development of Project directory for electronic submittals to be 22
uploaded to City’s Buzzsaw site, or another external FTP site approved by the 23
City. 24
b. Shop Drawings 25
1) Upload submittal to designated project directory and notify appropriate 26
City representatives via email of submittal posting. 27
2) Hard Copies 28
a) 3 copies for all submittals 29
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
b) If Contractor requires more than 1 hard copy of Shop Drawings 1
returned, Contractor shall submit more than the number of copies listed 2
above. 3
c. Product Data 4
1) Upload submittal to designated project directory and notify appropriate 5
City representatives via email of submittal posting. 6
2) Hard Copies 7
a) 3 copies for all submittals 8
d. Samples 9
1) Distributed to the Project Representative 10
2. Hard Copy Distribution (if required in lieu of electronic distribution) 11
a. Shop Drawings 12
1) Distributed to the City 13
2) Copies 14
a) 8 copies for mechanical submittals 15
b) 7 copies for all other submittals 16
c) If Contractor requires more than 3 copies of Shop Drawings returned, 17
Contractor shall submit more than the number of copies listed above. 18
b. Product Data 19
1) Distributed to the City 20
2) Copies 21
a) 4 copies 22
c. Samples 23
1) Distributed to the Project Representative 24
2) Copies 25
a) Submit the number stated in the respective Specification Sections. 26
3. Distribute reproductions of approved shop drawings and copies of approved 27
product data and samples, where required, to the job site file and elsewhere as 28
directed by the City. 29
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
a. Provide number of copies as directed by the City but not exceeding the number 1
previously specified. 2
K. Submittal Review 3
1. The review of shop drawings, data and samples will be for general conformance 4
with the design concept and Contract Documents. This is not to be construed as: 5
a. Permitting any departure from the Contract requirements 6
b. Relieving the Contractor of responsibility for any errors, including details, 7
dimensions, and materials 8
c. Approving departures from details furnished by the City, except as otherwise 9
provided herein 10
2. The review and approval of shop drawings, samples or product data by the City 11
does not relieve the Contractor from his/her responsibility with regard to the 12
fulfillment of the terms of the Contract. 13
a. All risks of error and omission are assumed by the Contractor, and the City will 14
have no responsibility therefore. 15
3. The Contractor remains responsible for details and accuracy, for coordinating the 16
Work with all other associated work and trades, for selecting fabrication processes, 17
for techniques of assembly and for performing Work in a safe manner. 18
4. If the shop drawings, data or samples as submitted describe variations and show a 19
departure from the Contract requirements which City finds to be in the interest of 20
the City and to be so minor as not to involve a change in Contract Price or time for 21
performance, the City may return the reviewed drawings without noting an 22
exception. 23
5. Submittals will be returned to the Contractor under 1 of the following codes: 24
a. Code 1 25
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 26
comments on the submittal. 27
a) When returned under this code the Contractor may release the 28
equipment and/or material for manufacture. 29
b. Code 2 30
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 31
the notations and comments IS NOT required by the Contractor. 32
01 33 00 - 9
DAP SUBMITTALS
Page 9 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
a) The Contractor may release the equipment or material for manufacture; 1
however, all notations and comments must be incorporated into the 2
final product. 3
c. Code 3 4
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 5
assigned when notations and comments are extensive enough to require a 6
resubmittal of the package. 7
a) The Contractor may release the equipment or material for manufacture; 8
however, all notations and comments must be incorporated into the 9
final product. 10
b) This resubmittal is to address all comments, omissions and 11
non-conforming items that were noted. 12
c) Resubmittal is to be received by the City within 15 Calendar Days of 13
the date of the City's transmittal requiring the resubmittal. 14
d. Code 4 15
1) "NOT APPROVED" is assigned when the submittal does not meet the 16
intent of the Contract Documents. 17
a) The Contractor must resubmit the entire package revised to bring the 18
submittal into conformance. 19
b) It may be necessary to resubmit using a different manufacturer/vendor 20
to meet the Contract Documents. 21
6. Resubmittals 22
a. Handled in the same manner as first submittals 23
1) Corrections other than requested by the City 24
2) Marked with revision triangle or other similar method 25
a) At Contractor’s risk if not marked 26
b. Submittals for each item will be reviewed no more than twice at the City’s 27
expense. 28
1) All subsequent reviews will be performed at times convenient to the City 29
and at the Contractor's expense, based on the City's or City 30
Representative’s then prevailing rates. 31
2) Provide Contractor reimbursement to the City within 30 Calendar Days for 32
all such fees invoiced by the City. 33
01 33 00 - 10
DAP SUBMITTALS
Page 10 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
c. The need for more than 1 resubmission or any other delay in obtaining City's 1
review of submittals, will not entitle the Contractor to an extension of Contract 2
Time. 3
7. Partial Submittals 4
a. City reserves the right to not review submittals deemed partial, at the City’s 5
discretion. 6
b. Submittals deemed by the City to be not complete will be returned to the 7
Contractor, and will be considered "Not Approved" until resubmitted. 8
c. The City may at its option provide a list or mark the submittal directing the 9
Contractor to the areas that are incomplete. 10
8. If the Contractor considers any correction indicated on the shop drawings to 11
constitute a change to the Contract Documents, then written notice must be 12
provided thereof to the Developer at least 7 Calendar Days prior to release for 13
manufacture. 14
9. When the shop drawings have been completed to the satisfaction of the City, the 15
Contractor may carry out the construction in accordance therewith and no further 16
changes therein except upon written instructions from the City. 17
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 18
following receipt of submittal by the City. 19
L. Mock ups 20
1. Mock Up units as specified in individual Sections, include, but are not necessarily 21
limited to, complete units of the standard of acceptance for that type of Work to be 22
used on the Project. Remove at the completion of the Work or when directed. 23
M. Qualifications 24
1. If specifically required in other Sections of these Specifications, submit a P.E. 25
Certification for each item required. 26
N. Request for Information (RFI) 27
1. Contractor Request for additional information 28
a. Clarification or interpretation of the contract documents 29
b. When the Contractor believes there is a conflict between Contract Documents 30
01 33 00 - 11
DAP SUBMITTALS
Page 11 of 11
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised August 30, 2013
c. When the Contractor believes there is a conflict between the Drawings and 1
Specifications 2
1) Identify the conflict and request clarification 3
2. Sufficient information shall be attached to permit a written response without further 4
information. 5
6
7
1.5 SUBMITTALS [NOT USED] 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE [NOT USED] 12
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13
1.11 FIELD [SITE] CONDITIONS [NOT USED] 14
1.12 WARRANTY [NOT USED] 15
PART 2 - PRODUCTS [NOT USED] 16
PART 3 - EXECUTION [NOT USED] 17
END OF SECTION 18
19
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
20
01 45 23
DAP TESTING AND INSPECTION SERVICES
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Chisholm Trail Ranch Section I, Phase III
. City Project No. 102815
Page I of 2
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for fast 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Chisholm Trail Ranch Section I, Phase III
. City Project No. 102815
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. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised JULY 1, 2011
SECTION 01 50 00 1
TEMPORARY FACILITIES AND CONTROLS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provide temporary facilities and controls needed for the Work including, but not 6
necessarily limited to: 7
a. Temporary utilities 8
b. Sanitary facilities 9
c. Storage Sheds and Buildings 10
d. Dust control 11
e. Temporary fencing of the construction site 12
B. Deviations from this City of Fort Worth Standard Specification 13
1. None. 14
C. Related Specification Sections include, but are not necessarily limited to: 15
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16
2. Division 1 – General Requirements 17
1.2 PRICE AND PAYMENT PROCEDURES 18
A. Measurement and Payment 19
1. Work associated with this Item is considered subsidiary to the various Items bid. 20
No separate payment will be allowed for this Item. 21
1.3 REFERENCES [NOT USED] 22
1.4 ADMINISTRATIVE REQUIREMENTS 23
A. Temporary Utilities 24
1. Obtaining Temporary Service 25
a. Make arrangements with utility service companies for temporary services. 26
b. Abide by rules and regulations of utility service companies or authorities 27
having jurisdiction. 28
c. Be responsible for utility service costs until Work is approved for Final 29
Acceptance. 30
1) Included are fuel, power, light, heat and other utility services necessary for 31
execution, completion, testing and initial operation of Work. 32
2. Water 33
a. Contractor to provide water required for and in connection with Work to be 34
performed and for specified tests of piping, equipment, devices or other use as 35
required for the completion of the Work. 36
b. Provide and maintain adequate supply of potable water for domestic 37
consumption by Contractor personnel and City’s Project Representatives. 38
c. Coordination 39
1) Contact City 1 week before water for construction is desired 40
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised JULY 1, 2011
d. Contractor Payment for Construction Water 1
1) Obtain construction water meter from City for payment as billed by City’s 2
established rates. 3
3. Electricity and Lighting 4
a. Provide and pay for electric powered service as required for Work, including 5
testing of Work. 6
1) Provide power for lighting, operation of equipment, or other use. 7
b. Electric power service includes temporary power service or generator to 8
maintain operations during scheduled shutdown. 9
4. Telephone 10
a. Provide emergency telephone service at Site for use by Contractor personnel 11
and others performing work or furnishing services at Site. 12
5. Temporary Heat and Ventilation 13
a. Provide temporary heat as necessary for protection or completion of Work. 14
b. Provide temporary heat and ventilation to assure safe working conditions. 15
B. Sanitary Facilities 16
1. Provide and maintain sanitary facilities for persons on Site. 17
a. Comply with regulations of State and local departments of health. 18
2. Enforce use of sanitary facilities by construction personnel at job site. 19
a. Enclose and anchor sanitary facilities. 20
b. No discharge will be allowed from these facilities. 21
c. Collect and store sewage and waste so as not to cause nuisance or health 22
problem. 23
d. Haul sewage and waste off-site at no less than weekly intervals and properly 24
dispose in accordance with applicable regulation. 25
3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26
4. Remove facilities at completion of Project 27
C. Storage Sheds and Buildings 28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29
above ground level for materials and equipment susceptible to weather damage. 30
2. Storage of materials not susceptible to weather damage may be on blocks off 31
ground. 32
3. Store materials in a neat and orderly manner. 33
a. Place materials and equipment to permit easy access for identification, 34
inspection and inventory. 35
4. Equip building with lockable doors and lighting, and provide electrical service for 36
equipment space heaters and heating or ventilation as necessary to provide storage 37
environments acceptable to specified manufacturers. 38
5. Fill and grade site for temporary structures to provide drainage away from 39
temporary and existing buildings. 40
6. Remove building from site prior to Final Acceptance. 41
D. Temporary Fencing 42
1. Provide and maintain for the duration or construction when required in contract 43
documents 44
E. Dust Control 45
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the 1
project. 2
a. Contractor remains on-call at all times 3
b. Must respond in a timely manner 4
F. Temporary Protection of Construction 5
1. Contractor or subcontractors are responsible for protecting Work from damage due 6
to weather. 7
1.5 SUBMITTALS [NOT USED] 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE [NOT USED] 12
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13
1.11 FIELD [SITE] CONDITIONS [NOT USED] 14
1.12 WARRANTY [NOT USED] 15
PART 2 - PRODUCTS [NOT USED] 16
PART 3 - EXECUTION [NOT USED] 17
3.1 INSTALLERS [NOT USED] 18
3.2 EXAMINATION [NOT USED] 19
3.3 PREPARATION [NOT USED] 20
3.4 INSTALLATION 21
A. Temporary Facilities 22
1. Maintain all temporary facilities for duration of construction activities as needed. 23
3.5 [REPAIR] / [RESTORATION] 24
3.6 RE-INSTALLATION 25
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26
3.8 SYSTEM STARTUP [NOT USED] 27
3.9 ADJUSTING [NOT USED] 28
3.10 CLEANING [NOT USED] 29
3.11 CLOSEOUT ACTIVITIES 30
A. Temporary Facilities 31
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a 1
condition equal to or better than prior to start of Work. 2
3.12 PROTECTION [NOT USED] 3
3.13 MAINTENANCE [NOT USED] 4
3.14 ATTACHMENTS [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised July 1, 2011
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 – General Requirements 14
3. Section 34 71 13 – Traffic Control 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES 20
A. Reference Standards 21
1. Reference standards cited in this specification refer to the current reference standard 22
published at the time of the latest revision date logged at the end of this 23
specification, unless a date is specifically cited. 24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. When traffic control plans are included in the Drawings, provide Traffic 29
Control in accordance with Drawings and Section 34 71 13. 30
b. When traffic control plans are not included in the Drawings, prepare traffic 31
control plans in accordance with Section 34 71 13 and submit to City for 32
review. 33
1) Allow minimum 10 working days for review of proposed Traffic Control. 34
B. Street Use Permit 35
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36
a. To obtain Street Use Permit, submit Traffic Control Plans to City 37
Transportation and Public Works Department. 38
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review. 1
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 2
Street Use Permit, such that construction is not delayed. 3
C. Modification to Approved Traffic Control 4
1. Prior to installation traffic control: 5
a. Submit revised traffic control plans to City Department Transportation and 6
Public Works Department. 7
1) Revise Traffic Control plans in accordance with Section 34 71 13. 8
2) Allow minimum 5 working days for review of revised Traffic Control. 9
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 10
plans for Street Use Permit, such that construction is not delayed. 11
D. Removal of Street Sign 12
1. If it is determined that a street sign must be removed for construction, then contact 13
City Transportation and Public Works Department, Signs and Markings Division to 14
remove the sign. 15
E. Temporary Signage 16
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18
Devices (MUTCD). 19
2. Install temporary sign before the removal of permanent sign. 20
3. When construction is complete, to the extent that the permanent sign can be 21
reinstalled, contact the City Transportation and Public Works Department, Signs 22
and Markings Division, to reinstall the permanent sign. 23
F. Traffic Control Standards 24
1. Traffic Control Standards can be found on the City’s Buzzsaw website. 25
1.5 SUBMITTALS [NOT USED] 26
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27
1.7 CLOSEOUT SUBMITTALS [NOT USED] 28
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
PART 2 - PRODUCTS [NOT USED] 34
PART 3 - EXECUTION [NOT USED] 35
END OF SECTION 36
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 – General Requirements 12
3. Section 31 25 00 – Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
a. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
a. Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised July 1, 2011
B. Construction Activities resulting in: 1
1. Less than 1 acre of disturbance 2
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3
Drawings. 4
2. 1 to less than 5 acres of disturbance 5
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6
Permit is required 7
b. Complete SWPPP in accordance with TCEQ requirements 8
1) TCEQ Small Construction Site Notice Required under general permit 9
TXR150000 10
a) Sign and post at job site 11
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12
Transportation and Public Works, Environmental Division, (817) 392-13
6088. 14
2) Provide erosion and sediment control in accordance with: 15
a) Section 31 25 00 16
b) The Drawings 17
c) TXR150000 General Permit 18
d) SWPPP 19
e) TCEQ requirements 20
3. 5 acres or more of Disturbance 21
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22
Permit is required 23
b. Complete SWPPP in accordance with TCEQ requirements 24
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25
a) Sign and post at job site 26
b) Send copy to City Department of Transportation and Public Works, 27
Environmental Division, (817) 392-6088. 28
2) TCEQ Notice of Change required if making changes or updates to NOI 29
3) Provide erosion and sediment control in accordance with: 30
a) Section 31 25 00 31
b) The Drawings 32
c) TXR150000 General Permit 33
d) SWPPP 34
e) TCEQ requirements 35
4) Once the project has been completed and all the closeout requirements of 36
TCEQ have been met a TCEQ Notice of Termination can be submitted. 37
a) Send copy to City Department of Transportation and Public Works, 38
Environmental Division, (817) 392-6088. 39
1.5 SUBMITTALS 40
A. SWPPP 41
1. Submit in accordance with Section 01 33 00, except as stated herein. 42
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43
as follows: 44
1) 1 copy to the City Project Manager 45
a) City Project Manager will forward to the City Department of 46
Transportation and Public Works, Environmental Division for review 47
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised July 1, 2011
B. Modified SWPPP 1
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2
in accordance with Section 01 33 00. 3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4
1.7 CLOSEOUT SUBMITTALS [NOT USED] 5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6
1.9 QUALITY ASSURANCE [NOT USED] 7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8
1.11 FIELD [SITE] CONDITIONS [NOT USED] 9
1.12 WARRANTY [NOT USED] 10
PART 2 - PRODUCTS [NOT USED] 11
PART 3 - EXECUTION [NOT USED] 12
END OF SECTION 13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 60 00 - 1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
SECTION 01 60 00 1
PRODUCT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. References for Product Requirements and City Standard Products List 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12
1.3 REFERENCES [NOT USED] 13
1.4 ADMINISTRATIVE REQUIREMENTS 14
A. A list of City approved products for use is located on Buzzsaw as follows: 15
1. Resources\02 - Construction Documents\Standard Products List 16
B. Only products specifically included on City’s Standard Product List in these Contract 17
Documents shall be allowed for use on the Project. 18
1. Any subsequently approved products will only be allowed for use upon specific 19
approval by the City. 20
C. Any specific product requirements in the Contract Documents supersede similar 21
products included on the City’s Standard Product List. 22
1. The City reserves the right to not allow products to be used for certain projects even 23
though the product is listed on the City’s Standard Product List. 24
D. Although a specific product is included on City’s Standard Product List, not all 25
products from that manufacturer are approved for use, including but not limited to, that 26
manufacturer’s standard product. 27
E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 28
Standard Product List. 29
1.5 SUBMITTALS [NOT USED] 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31
1.7 CLOSEOUT SUBMITTALS [NOT USED] 32
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33
1.9 QUALITY ASSURANCE [NOT USED] 34
01 60 00 - 2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
8
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 – General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions. 9
C. Storage Requirements 10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative. 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. Store in manufacturers’ unopened containers. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative. 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative. 38
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
SECTION 01 70 00 1
MOBILIZATION AND REMOBILIZATION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Mobilization and Demobilization 6
a. Mobilization 7
1) Transportation of Contractor’s personnel, equipment, and operating supplies 8
to the Site 9
2) Establishment of necessary general facilities for the Contractor’s operation 10
at the Site 11
3) Premiums paid for performance and payment bonds 12
4) Transportation of Contractor’s personnel, equipment, and operating supplies 13
to another location within the designated Site 14
5) Relocation of necessary general facilities for the Contractor’s operation 15
from 1 location to another location on the Site. 16
b. Demobilization 17
1) Transportation of Contractor’s personnel, equipment, and operating supplies 18
away from the Site including disassembly 19
2) Site Clean-up 20
3) Removal of all buildings and/or other facilities assembled at the Site for this 21
Contract 22
c. Mobilization and Demobilization do not include activities for specific items of 23
work that are for which payment is provided elsewhere in the contract. 24
2. Remobilization 25
a. Remobilization for Suspension of Work specifically required in the Contract 26
Documents or as required by City includes: 27
1) Demobilization 28
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
a) Transportation of Contractor’s personnel, equipment, and operating 1
supplies from the Site including disassembly or temporarily securing 2
equipment, supplies, and other facilities as designated by the Contract 3
Documents necessary to suspend the Work. 4
b) Site Clean-up as designated in the Contract Documents 5
2) Remobilization 6
a) Transportation of Contractor’s personnel, equipment, and operating 7
supplies to the Site necessary to resume the Work. 8
b) Establishment of necessary general facilities for the Contractor’s 9
operation at the Site necessary to resume the Work. 10
3) No Payments will be made for: 11
a) Mobilization and Demobilization from one location to another on the 12
Site in the normal progress of performing the Work. 13
b) Stand-by or idle time 14
c) Lost profits 15
3. Mobilizations and Demobilization for Miscellaneous Projects 16
a. Mobilization and Demobilization 17
1) Mobilization shall consist of the activities and cost on a Work Order basis 18
necessary for: 19
a) Transportation of Contractor’s personnel, equipment, and operating 20
supplies to the Site for the issued Work Order. 21
b) Establishment of necessary general facilities for the Contractor’s 22
operation at the Site for the issued Work Order 23
2) Demobilization shall consist of the activities and cost necessary for: 24
a) Transportation of Contractor’s personnel, equipment, and operating 25
supplies from the Site including disassembly for each issued Work 26
Order 27
b) Site Clean-up for each issued Work Order 28
c) Removal of all buildings or other facilities assembled at the Site for 29
each Work Oder 30
b. Mobilization and Demobilization do not include activities for specific items of 31
work for which payment is provided elsewhere in the contract. 32
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 1
a. A Mobilization for Miscellaneous Projects when directed by the City and the 2
mobilization occurs within 24 hours of the issuance of the Work Order. 3
B. Deviations from this City of Fort Worth Standard Specification 4
1. None. 5
C. Related Specification Sections include, but are not necessarily limited to: 6
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 7
2. Division 1 – General Requirements 8
1.2 PRICE AND PAYMENT PROCEDURES 9
A. Measurement and Payment 10
1. Mobilization and Demobilization 11
a. Measure 12
1) This Item is considered subsidiary to the various Items bid. 13
b. Payment 14
1) The work performed and materials furnished in accordance with this Item 15
are subsidiary to the various Items bid and no other compensation will be 16
allowed. 17
2. Remobilization for suspension of Work as specifically required in the Contract 18
Documents 19
a. Measurement 20
1) Measurement for this Item shall be per each remobilization performed. 21
b. Payment 22
1) The work performed and materials furnished in accordance with this Item 23
and measured as provided under “Measurement” will be paid for at the unit 24
price per each “Specified Remobilization” in accordance with Contract 25
Documents. 26
c. The price shall include: 27
1) Demobilization as described in Section 1.1.A.2.a.1) 28
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
2) Remobilization as described in Section 1.1.A.2.a.2) 1
d. No payments will be made for standby, idle time, or lost profits associated this 2
Item. 3
3. Remobilization for suspension of Work as required by City 4
a. Measurement and Payment 5
1) This shall be submitted as a Contract Claim in accordance with Article 10 6
of Section 00 72 00. 7
2) No payments will be made for standby, idle time, or lost profits associated 8
with this Item. 9
4. Mobilizations and Demobilizations for Miscellaneous Projects 10
a. Measurement 11
1) Measurement for this Item shall be for each Mobilization and 12
Demobilization required by the Contract Documents 13
b. Payment 14
1) The Work performed and materials furnished in accordance with this Item 15
and measured as provided under “Measurement” will be paid for at the unit 16
price per each “Work Order Mobilization” in accordance with Contract 17
Documents. Demobilization shall be considered subsidiary to mobilization 18
and shall not be paid for separately. 19
c. The price shall include: 20
1) Mobilization as described in Section 1.1.A.3.a.1) 21
2) Demobilization as described in Section 1.1.A.3.a.2) 22
d. No payments will be made for standby, idle time, or lost profits associated this 23
Item. 24
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25
a. Measurement 26
1) Measurement for this Item shall be for each Mobilization and 27
Demobilization required by the Contract Documents 28
b. Payment 29
1) The Work performed and materials furnished in accordance with this Item 30
and measured as provided under “Measurement” will be paid for at the unit 31
01 70 00 - 5
DAP MOBILIZATION AND REMOBILIZATION
Page 5 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
price per each “Work Order Emergency Mobilization” in accordance with 1
Contract Documents. Demobilization shall be considered subsidiary to 2
mobilization and shall not be paid for separately. 3
c. The price shall include 4
1) Mobilization as described in Section 1.1.A.4.a) 5
2) Demobilization as described in Section 1.1.A.3.a.2) 6
d. No payments will be made for standby, idle time, or lost profits associated this 7
Item. 8
1.3 REFERENCES [NOT USED] 9
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10
1.5 SUBMITTALS [NOT USED] 11
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 12
1.7 CLOSEOUT SUBMITTALS [NOT USED] 13
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14
1.9 QUALITY ASSURANCE [NOT USED] 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY [NOT USED] 18
PART 2 - PRODUCTS [NOT USED] 19
PART 3 - EXECUTION [NOT USED] 20
END OF SECTION 21
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
22
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. See Changes (Highlighted in Yellow). 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) Measurement for this Item shall be by lump sum. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
Item shall be paid for at the lump sum price bid for “Construction Staking”. 19
2) Payment for “Construction Staking” shall be made in partial payments 20
prorated by work completed compared to total work included in the lump 21
sum item. 22
c. The price bid shall include, but not be limited to the following: 23
1) Verification of control data provided by Developer’s Project 24
Representative. 25
2) Placement, maintenance and replacement of required stakes and markings 26
in the field. 27
3) Preparation and submittal of construction staking documentation in the 28
form of “cut sheets” using the City’s standard template. 29
2. Construction Survey 30
a. Measurement 31
1) This Item is considered subsidiary to the various Items bid. 32
b. Payment 33
1) The work performed and the materials furnished in accordance with this 34
Item are subsidiary to the various Items bid and no other compensation will be 35
allowed. 36
3. As-Built Survey 37
a. Measurement 38
1) Measurement for this Item shall be by lump sum. 39
b. Payment 40
1) The work performed and the materials furnished in accordance with this 41
Item shall be paid for at the lump sum price bid for “As-Built Survey”. 42
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
2) Payment for “Construction Staking” shall be made in partial payments 1
prorated by work completed compared to total work included in the lump sum 2
item. 3
c. The price bid shall include, but not be limited to the following:: 4
1) Field measurements and survey shots to identify location of completed 5
facilities. 6
2) Documentation and submittal of as-built survey data onto contractor redline 7
plans and digital survey files. 8
9
1.3 REFERENCES 10
A. Definitions 11
1. Construction Survey - The survey measurements made prior to or while 12
construction is in progress to control elevation, horizontal position, dimensions and 13
configuration of structures/improvements included in the Project Drawings. 14
2. As-built Survey –The measurements made after the construction of the 15
improvement features are complete to provide position coordinates for the features 16
of a project. 17
3. Construction Staking – The placement of stakes and markings to provide offsets 18
and elevations to cut and fill in order to locate on the ground the designed 19
structures/improvements included in the Project Drawings. Construction staking 20
shall include staking easements and/or right of way if indicated on the plans. 21
4. Survey “Field Checks” – Measurements made after construction staking is 22
completed and before construction work begins to ensure that structures marked on 23
the ground are accurately located per Project Drawings. 24
B. Technical References 25
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 26
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 27
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 28
on City’s Buzzsaw website). 29
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 30
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 31
Surveying in the State of Texas, Category 5 32
33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. The Contractor’s selection of a surveyor must comply with Texas Government 35
Code 2254 (qualifications based selection) for this project. 36
1.5 SUBMITTALS 37
A. Submittals, if required, shall be in accordance with Section 01 33 00. 38
B. All submittals shall be received and reviewed by the City prior to delivery of work. 39
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40
A. Field Quality Control Submittals 41
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
1. Documentation verifying accuracy of field engineering work, including coordinate 1
conversions if plans do not indicate grid or ground coordinates. 2
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 3
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 4
1.7 CLOSEOUT SUBMITTALS 5
B. As-built Redline Drawing Submittal 6
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 7
constructed improvements signed and sealed by Registered Professional Land 8
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 9
– Survey Staking Standards) . 10
2. Contractor shall submit the proposed as-built and completed redline drawing 11
submittal one (1) week prior to scheduling the project final inspection for City 12
review and comment. Revisions, if necessary, shall be made to the as-built redline 13
drawings and resubmitted to the City prior to scheduling the construction final 14
inspection. 15
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16
1.9 QUALITY ASSURANCE 17
A. Construction Staking 18
1. Construction staking will be performed by the Contractor. 19
2. Coordination 20
a. Contact City and Developer’s Project Representative at least one week in 21
advance notifying the City of when Construction Staking is scheduled. 22
b. It is the Contractor’s responsibility to coordinate staking such that 23
construction activities are not delayed or negatively impacted. 24
3. General 25
a. Contractor is responsible for preserving and maintaining stakes. If City 26
surveyors or Developer’s Project Representative are required to re-stake for 27
any reason, the Contractor will be responsible for costs to perform staking. If 28
in the opinion of the City, a sufficient number of stakes or markings have been 29
lost, destroyed disturbed or omitted that the contracted Work cannot take place 30
then the Contractor will be required to stake or re-stake the deficient areas. 31
B. Construction Survey 32
1. Construction Survey will be performed by the Contractor. 33
2. Coordination 34
a. Contractor to verify that horizontal and vertical control data established in the 35
design survey and required for construction survey is available and in place. 36
3. General 37
a. Construction survey will be performed in order to construct the work shown 38
on the Construction Drawings and specified in the Contract Documents. 39
b. For construction methods other than open cut, the Contractor shall perform 40
construction survey and verify control data including, but not limited to, the 41
following: 42
1) Verification that established benchmarks and control are accurate. 43
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
2) Use of Benchmarks to furnish and maintain all reference lines and grades 1
for tunneling. 2
3) Use of line and grades to establish the location of the pipe. 3
4) Submit to the City copies of field notes used to establish all lines and 4
grades, if requested, and allow the City to check guidance system setup prior 5
to beginning each tunneling drive. 6
5) Provide access for the City, if requested, to verify the guidance system and 7
the line and grade of the carrier pipe. 8
6) The Contractor remains fully responsible for the accuracy of the work and 9
correction of it, as required. 10
7) Monitor line and grade continuously during construction. 11
8) Record deviation with respect to design line and grade once at each pipe 12
joint and submit daily records to the City. 13
9) If the installation does not meet the specified tolerances (as outlined in 14
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 15
the installation in accordance with the Contract Documents. 16
C. As-Built Survey 17
1. Required As-Built Survey will be performed by the Contractor. 18
2. Coordination 19
a. Contractor is to coordinate with City to confirm which features require as-20
built surveying. 21
b. It is the Contractor’s responsibility to coordinate the as-built survey and 22
required measurements for items that are to be buried such that construction 23
activities are not delayed or negatively impacted. 24
c. For sewer mains and water mains 12” and under in diameter, it is acceptable 25
to physically measure depth and mark the location during the progress of 26
construction and take as-built survey after the facility has been buried. The 27
Contractor is responsible for the quality control needed to ensure accuracy. 28
3. General 29
a. The Contractor shall provide as-built survey including the elevation and 30
location (and provide written documentation to the City) of construction 31
features during the progress of the construction including the following: 32
1) Water Lines 33
a) Top of pipe elevations and coordinates for waterlines at the following 34
locations: 35
(1) Minimum every 250 linear feet, including 36
(2) Horizontal and vertical points of inflection, curvature, 37
etc. 38
(3) Fire line tee 39
(4) Plugs, stub-outs, dead-end lines 40
(5) Casing pipe (each end) and all buried fittings 41
2) Sanitary Sewer 42
a) Top of pipe elevations and coordinates for force mains and siphon 43
sanitary sewer lines (non-gravity facilities) at the following locations: 44
(1) Minimum every 250 linear feet and any buried fittings 45
(2) Horizontal and vertical points of inflection, curvature, 46
etc. 47
3) Stormwater – Not Applicable 48
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CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
b. The Contractor shall provide as-built survey including the elevation and 1
location (and provide written documentation to the City) of construction 2
features after the construction is completed including the following: 3
1) Manholes 4
a) Rim and flowline elevations and coordinates for each manhole 5
2) Water Lines 6
a) Cathodic protection test stations 7
b) Sampling stations 8
c) Meter boxes/vaults (All sizes) 9
d) Fire hydrants 10
e) Valves (gate, butterfly, etc.) 11
f) Air Release valves (Manhole rim and vent pipe) 12
g) Blow off valves (Manhole rim and valve lid) 13
h) Pressure plane valves 14
i) Underground Vaults 15
(1) Rim and flowline elevations and coordinates for each 16
Underground Vault. 17
3) Sanitary Sewer 18
a) Cleanouts 19
(1) Rim and flowline elevations and coordinates for each 20
b) Manholes and Junction Structures 21
(1) Rim and flowline elevations and coordinates for each 22
manhole and junction structure. 23
4) Stormwater – Not Applicable 24
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25
1.11 FIELD [SITE] CONDITIONS [NOT USED] 26
1.12 WARRANTY 27
PART 2 - PRODUCTS 28
A. A construction survey will produce, but will not be limited to: 29
1. Recovery of relevant control points, points of curvature and points of intersection. 30
2. Establish temporary horizontal and vertical control elevations (benchmarks) 31
sufficiently permanent and located in a manner to be used throughout construction. 32
3. The location of planned facilities, easements and improvements. 33
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 34
areas, utilities, streets, highways, tunnels, and other construction. 35
b. A record of revisions or corrections noted in an orderly manner for reference. 36
c. A drawing, when required by the client, indicating the horizontal and vertical 37
location of facilities, easements and improvements, as built. 38
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 39
construction staking projects. These cut sheets shall be on the standard city template 40
which can be obtained from the Survey Superintendent (817-392-7925). 41
5. Digital survey files in the following formats shall be acceptable: 42
a. AutoCAD (.dwg) 43
b. ESRI Shapefile (.shp) 44
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CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 1
standard templates, if available) 2
6. Survey files shall include vertical and horizontal data tied to original project 3
control and benchmarks, and shall include feature descriptions 4
PART 3 - EXECUTION 5
3.1 INSTALLERS 6
A. Tolerances: 7
1. The staked location of any improvement or facility should be as accurate as 8
practical and necessary. The degree of precision required is dependent on many 9
factors all of which must remain judgmental. The tolerances listed hereafter are 10
based on generalities and, under certain circumstances, shall yield to specific 11
requirements. The surveyor shall assess any situation by review of the overall plans 12
and through consultation with responsible parties as to the need for specific 13
tolerances. 14
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 15
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 16
1.0 ft. tolerance. 17
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 18
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 19
walkways shall be located within the confines of the site boundaries and, 20
occasionally, along a boundary or any other restrictive line. Away from any 21
restrictive line, these facilities should be staked with an accuracy producing no 22
more than 0.05ft. tolerance from their specified locations. 23
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 24
electric lines, shall be located horizontally within their prescribed areas or 25
easements. Within assigned areas, these utilities should be staked with an 26
accuracy producing no more than 0.1 ft tolerance from a specified location. 27
e. The accuracy required for the vertical location of utilities varies widely. Many 28
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 29
should be maintained. Underground and overhead utilities on planned profile, 30
but not depending on gravity flow for performance, should not exceed 0.1 ft. 31
tolerance. 32
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 33
specifications or in compliance to standards. The City reserves the right to request a 34
calibration report at any time and recommends regular maintenance schedule be 35
performed by a certified technician every 6 months. 36
1. Field measurements of angles and distances shall be done in such fashion as to 37
satisfy the closures and tolerances expressed in Part 3.1.A. 38
2. Vertical locations shall be established from a pre-established benchmark and 39
checked by closing to a different bench mark on the same datum. 40
3. Construction survey field work shall correspond to the client’s plans. Irregularities 41
or conflicts found shall be reported promptly to the City. 42
4. Revisions, corrections and other pertinent data shall be logged for future reference. 43
44
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
3.2 EXAMINATION [NOT USED] 1
3.3 PREPARATION [NOT USED] 2
3.4 APPLICATION 3
3.5 REPAIR / RESTORATION 4
A. If the Contractor’s work damages or destroys one or more of the control 5
monuments/points set by the City or Developer’s Project Representative, the monuments 6
shall be adequately referenced for expedient restoration. 7
1. Notify City or Developer’s Project Representative if any control data needs to be 8
restored or replaced due to damage caused during construction operations. 9
a. Contractor shall perform replacements and/or restorations. 10
b. The City or Developer’s Project Representative may require at any time a 11
survey “Field Check” of any monument or benchmarks that are set be verified 12
by the City surveyors or Developer’s Project Representative before further 13
associated work can move forward. 14
3.6 RE-INSTALLATION [NOT USED] 15
3.7 FIELD [OR] SITE QUALITY CONTROL 16
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 17
City or Developer’s Project Representative in accordance with this Specification. This 18
includes easements and right of way, if noted on the plans. 19
B. Do not change or relocate stakes or control data without approval from the City. 20
3.8 SYSTEM STARTUP 21
A. Survey Checks 22
1. The City reserves the right to perform a Survey Check at any time deemed 23
necessary. 24
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 25
relieve the contractor of his/her responsibility for accuracy. 26
27
3.9 ADJUSTING [NOT USED] 28
3.10 CLEANING [NOT USED] 29
3.11 CLOSEOUT ACTIVITIES [NOT USED] 30
3.12 PROTECTION [NOT USED] 31
3.13 MAINTENANCE [NOT USED] 32
3.14 ATTACHMENTS [NOT USED] 33
END OF SECTION 34
35
Revision Log
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102815
Revised February 14, 2018
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
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.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
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
1
01 74 23 - 1
DAP CLEANING
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 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
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various Items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
01 74 23 - 3
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible. 1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project. 3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work. 5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor. 7
10. Do not burn on-site. 8
B. Intermediate Cleaning during Construction 9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations. 11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12
3. Confine construction debris daily in strategically located container(s): 13
a. Cover to prevent blowing by wind 14
b. Store debris away from construction or operational activities 15
c. Haul from site at a minimum of once per week 16
4. Vacuum clean interior areas when ready to receive finish painting. 17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm. 20
C. Exterior (Site or Right of Way) Final Cleaning 21
1. Remove trash and debris containers from site. 22
a. Re-seed areas disturbed by location of trash and debris containers in accordance 23
with Section 32 92 13. 24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25
that may hinder or disrupt the flow of traffic along the roadway. 26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27
junction boxes and inlets. 28
4. If no longer required for maintenance of erosion facilities, and upon approval by 29
City, remove erosion control from site. 30
5. Clean signs, lights, signals, etc. 31
3.11 CLOSEOUT ACTIVITIES [NOT USED] 32
3.12 PROTECTION [NOT USED] 33
3.13 MAINTENANCE [NOT USED] 34
3.14 ATTACHMENTS [NOT USED] 35
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
END OF SECTION 1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
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DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
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CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22
1.5 SUBMITTALS 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
City’s Project Representative. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred. 2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination. 5
1.10 STORAGE AND HANDLING 6
A. Storage and Handling Requirements 7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents. 10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval. 12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents. 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS 17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18
2.2 RECORD DOCUMENTS 19
A. Job set 20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22
B. Final Record Documents 23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract. 25
2.3 ACCESSORIES [NOT USED] 26
2.4 SOURCE QUALITY CONTROL [NOT USED] 27
PART 3 - EXECUTION 28
3.1 INSTALLERS [NOT USED] 29
3.2 EXAMINATION [NOT USED] 30
3.3 PREPARATION [NOT USED] 31
3.4 MAINTENANCE DOCUMENTS 32
A. Maintenance of Job Set 33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET". 35
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
2. Preservation 1
a. Considering the Contract completion time, the probable number of occasions 2
upon which the job set must be taken out for new entries and for examination, 3
and the conditions under which these activities will be performed, devise a 4
suitable method for protecting the job set. 5
b. Do not use the job set for any purpose except entry of new data and for review 6
by the City, until start of transfer of data to final Project Record Documents. 7
c. Maintain the job set at the site of work. 8
3. Coordination with Construction Survey 9
a. At a minimum clearly mark any deviations from Contract Documents 10
associated with installation of the infrastructure. 11
4. Making entries on Drawings 12
a. Record any deviations from Contract Documents. 13
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14
change by graphic line and note as required. 15
c. Date all entries. 16
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17
e. In the event of overlapping changes, use different colors for the overlapping 18
changes. 19
5. Conversion of schematic layouts 20
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21
ducts, and similar items, are shown schematically and are not intended to 22
portray precise physical layout. 23
1) Final physical arrangement is determined by the Contractor, subject to the 24
City's approval. 25
2) However, design of future modifications of the facility may require 26
accurate information as to the final physical layout of items which are 27
shown only schematically on the Drawings. 28
b. Show on the job set of Record Drawings, by dimension accurate to within 1 29
inch, the centerline of each run of items. 30
1) Final physical arrangement is determined by the Contractor, subject to the 31
City's approval. 32
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33
ceiling plenum", "exposed", and the like). 34
3) Make all identification sufficiently descriptive that it may be related 35
reliably to the Specifications. 36
c. The City may waive the requirements for conversion of schematic layouts 37
where, in the City's judgment, conversion serves no useful purpose. However, 38
do not rely upon waivers being issued except as specifically issued in writing 39
by the City. 40
B. Final Project Record Documents 41
1. Transfer of data to Drawings 42
a. Carefully transfer change data shown on the job set of Record Drawings to the 43
corresponding final documents, coordinating the changes as required. 44
b. Clearly indicate at each affected detail and other Drawing a full description of 45
changes made during construction, and the actual location of items. 46
c. Call attention to each entry by drawing a "cloud" around the area or areas 47
affected. 48
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH Chisholm Trail Ranch Section I, Phase III
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102815
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure 1
longevity and clear reproduction. 2
2. Transfer of data to other Documents 3
a. If the Documents, other than Drawings, have been kept clean during progress of 4
the Work, and if entries thereon have been orderly to the approval of the City, 5
the job set of those Documents, other than Drawings, will be accepted as final 6
Record Documents. 7
b. If any such Document is not so approved by the City, secure a new copy of that 8
Document from the City at the City's usual charge for reproduction and 9
handling, and carefully transfer the change data to the new copy to the approval 10
of the City. 11
3.5 REPAIR / RESTORATION [NOT USED] 12
3.6 RE-INSTALLATION [NOT USED] 13
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14
3.8 SYSTEM STARTUP [NOT USED] 15
3.9 ADJUSTING [NOT USED] 16
3.10 CLEANING [NOT USED] 17
3.11 CLOSEOUT ACTIVITIES [NOT USED] 18
3.12 PROTECTION [NOT USED] 19
3.13 MAINTENANCE [NOT USED] 20
3.14 ATTACHMENTS [NOT USED] 21
END OF SECTION 22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: September 06, 2019
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Non-traffic area5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019* From Original Standard Products ListClick to Return to the Table of Content1
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area08/30/06 33 39 13 Fiberglass Manhole L.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 1330" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 1330" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 1330" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 1330" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 1330" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 1330" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.1030" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.* 33 05 13 Manhole Frames and Covers Neenah Casting24" Dia.* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.* From Original Standard Products ListClick to Return to the Table of Content5
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"* From Original Standard Products ListClick to Return to the Table of Content6
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious* E1-14 Manhole Rehab Systems Quadex04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSPE1-14 Manhole Rehab Systems AP/M Permaform4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D581308/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use* From Original Standard Products ListClick to Return to the Table of Content7
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790* E1-14 Manhole Rehab Systems Sun Coast12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia* From Original Standard Products ListClick to Return to the Table of Content9
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)03/19/18 Casing Spacers BWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.3312/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"* From Original Standard Products ListClick to Return to the Table of Content15
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Concrete* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- PipeASTM C 76* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell Systems McLat Construction Polyethylene Houston, Texas Approved PreviouslyTRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously* From Original Standard Products ListClick to Return to the Table of Content17
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe Ameron Bondstrand RPMP Pipe ASTM D3262/D375410/30/03 Glass-Fiber Reinforced Polymer Pipe Thompson Pipe Group Flowtite ASTM D3262/D37544/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/HDPE 33-31-23(1/8/13)* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/PVC* 33-31-20 (7/1/13)* 33-31-20 PVC Sewer Pipe Certain-Teed Products Corp ASTM D 3034 4" thru 15"* 33-31-20 PVC Sewer Pipe Napco Manufacturing CorpASTM D 3034, D 17844" & 8"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) ASTM D 3034 4" - 15"12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"33-31-20 PVC Sewer Pipe Royal Building Products Royal Seal Solid Wall Pipe SDR 26 & 35 ASTM 3034 4" thru 15"01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) ASTM F 679 18" - 27"09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDr-35 ASTM F-679 18"05/06/0533-31-20PVC Solid Wall Pipe Diamond Plastics CorporationPS 46 ASTM F-679 18" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"*33-31-20PVC Sewer Fittings Plastic Trends, In.cGasketed PVC Sewer Main Fittings ASTM D 303411/17/99E100-2Closed Profile PVC Pipe Diamond Plastics CorporationASTM 1803/F794 18" to 48"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"9/6/2019 33 31 20 PVC Sewer Pipe NAPCO SDR 26, SDR 35 ASTM D3034 4" - 8"9/6/2019 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26, SDR 35 ASTM D3034 8"* From Original Standard Products ListClick to Return to the Table of Content21
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)* Cured in Place Pipe Insituform Texark, Inc ASTM F 121605/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-581305/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Rehab/Fold & Form* Fold and Form Pipe Cullum Pipe Systems, Inc.11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 186706/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"* From Original Standard Products ListClick to Return to the Table of Content24
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 372 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 372 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 372 1"01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 240 AWWA C-223 U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Combination Air Release 33-31-70 (01/08/13)* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-50203/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-50201/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-50208/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-50209/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-50210/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawings No. 6461 A-423 Centurion AWWA C-50201/15/88 E1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawing FH-12A-423 Super Centurion 200 AWWA C-50210/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-50209/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-50208/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Meters02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98 E1-07 Ductile Iron Fittings Sigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14 E1-07 MJ Fittings AccucastClass 350 C-153 MJ FittingsAWWA C153 4"-12"05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C153 4" to 36"05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C153 4" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C153 4" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C153 4" to 12"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLCEAWWA C111/C153 12" to 24"08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.Sigma One-Lok SLDEAWWA C153 4" - 24"10/12/10 E1-24 Interior Restrained Joint System S & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12"08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint FittingsAWWA C153 4" to 24"11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C111 3"-48"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C111 4"-12"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C111 16"-24"* From Original Standard Products ListClick to Return to the Table of Content31
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company20" and smaller* E1-26 Resilient Seated Gate Valve Kennedy4" - 12"* E1-26 Resilient Seated Gate Valve M&H4" - 12"* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.15 4" to 16"* From Original Standard Products ListClick to Return to the Table of Content32
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" * From Original Standard Products ListClick to Return to the Table of Content33
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement fro DIP AWWA C105 8 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Sampling Station3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
++ Portions of this product is not made within the United States
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames
and covers.
Updated: 04/03/2019
* From Original Standard Products List Click to Return to the Table of Content 1