HomeMy WebLinkAboutContract 58975-PM1CSC No. 58975-PM1
FART WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
STREET LIGHT IMPROVEMENT
TO SERVE:
Clifton Riverside Multifamily
IPRC Record No. 22-0011
City Project No. 103898
FID No. 30114-0200431-103898 EO7685
File No. K-2892
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
Lauren Prieur P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
January 2024
mama
519 E. Border Street
Arlington, TX 76010
www.mmatexas.com
ataylor@mmatexas.com
tbpe #f-2759
a
o ANDREA E. TAYLOR
124055
t N4`1,
L d
1 / /2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
nn�3 ln.yit tie t Bidders
nn�3 irs+..,,etiors t
Last Revised
03/20/2020
004100
00 42 43
0043 3
Bidders
Bid Form
Proposal Form Unit Price
Bid Ben
03/20/2020
040:2,12014
05/22/2019
040:2,12014
0045 11
Bidders U,-o,,u l:fieatio 's
Prequalification Statemen
nn in s
09/01/2015
0045 12
00 45 26
Contractor Compliance with Workers' Compensation Law
04/02/2014
nQ i
0045 40
00 52 43
Mine -ity Btisi ess Enterprise Goal
Agreement
a
06/16/2016
00 61 25
nn�
Certificate of Insurance
nerf;,..ma-aee Derma
07/01/2011
0 i�z
00 6:2 14
00 62 19
00 7:00
Pay-..,en4 Bend
Maintenance Bond
Generai renditions
0 i�z
01/31/2012
i ii i ii T
00 73 00
0073 10
c„rri oment., -y Conditions
Standard City Conditions of the Construction Contract for Developer
07 in i 1120 i
01/10/2013
Awarded Projects
Division 01- General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
01 25 00
Substitution Procedures
08/30/2013
01 31 19
Preconstruction Meeting
08/30/2013
013120
�
PYO_�Ot Meetings
mini /20i i
�n
01 32 33
Preconstruction Video
08/30/2013
01 33 00
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 45 23
Testing and Inspection Services
03/20/2020
01 5000
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
0157 13
Storm Water Pollution Prevention Plan
07/01/2011
01 60 00
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
04/07/2014
01 71 23
Construction Staking
04/07/2014
01 74 23
Cleaning
04/07/2014
01 77 19
Closeout Requirements
04/07/2014
01 78 23
Operation and Maintenance Data
04/07/2014
01 78 39
Project Record Documents
04/07/2014
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
NONE.
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
htti):Hfortworthtexas.eov/ti)w/contractors/
or
htti)s:Happs.fortworthtexas.eov/Proi ectResources/
Division 02 - Existing Conditions Last Revised
0241 13 Selective Site Demolition 12/20/2012
0241 14 Utility Removal/Abandonment 12/20/2012
02 11 15 P.,, ing R o„ ev ,1 mine
Division 03 - Concrete
03 311 13 Controlled Low Strengtl, ra.,to,-ia (rI crag 12i�12
03 34 r Base so TR to,; 1 or-r en t, now.,;,. 12iz
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
2605 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
-26 05 50 C .-n!,'4Suni,,, teas >\,r„lt; Duet Conduit mi d
Division 31- Earthwork
3123 �v v =,-=-vrry i3
3, 2323 Beffe n1 io 4�t3
31 2n nn > 1 n1 io 4�14
�rz�-vv ,�i1 � lin�t3t6
31 25 00 Erosion and Sediment Control 12/20/2012
313600 Cabions 12�tz
21�0 Ripfap 171 /7z
Division 32 - Exterior Improvements
32 011117 Do,.,, ane t Asphalt It Paving D 12/20/2012
3201 18 -%-irrr Repat 12�12
27�; !`.,n.,,-ete Paving
U o,..ai 1 7 �7zzrzvnviz
322 1123 Fle,dble Base r,,,,,ses 112i�lz
322 1129 Lime T-eeAe,l Base r,,,,, ses 1 � i�12
32 1137 Liquid T.-ea4e l c
�T ol i, Ft�licvr 08Q2015
27�v ADr)halt Ba- ng 12�lz
32 127Aor),balt 1\ .4ag r, aek c o.,1.,,# 11 i�lz
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
27�cv Go ete Sidewalks, Dr-i ,o. ays andnarrt'r rwa Ramps 06/0$
�3 Goner-ete Pm,ing joint Sealants z
�
32 14 16 Brick UnitPaving 1 71 /7 -2
27�3 r,,, erete Curb andGutters and Valley Gutters 1 n/ni-or, 5/ 016
32'7 25 rufb A.1.1,- t'
�1oar Fi�m�lrzg 11 /0442011
Z7�3 Cl-mix ran a r"t"s Q011201-2
32 �! 26 Wire Fences and mates QQ0,12012
Z7�3 East -in Pia Goner-ete Retaining Walls 96/054201,8
3-2 -rr-r9 rtravravzz
32 92213 Hydro Mulching, S&ding, and Sodding 1'/'�12
3293 43- Trees d aArulm QQ0,12012
Division 33 - Utilities
ZZ�v S"wef and >,a Oo To3�ing 11 �//�
33 04 10 joint B.,,�..1;.�....,,�..1 gleet,iea isolation 1790/2017
�--vrry rtravravzz
33 04 11r Ge- r.,,�.tfo 'Test Stations 17
--�-T,90/20z
T✓--vrz Magnesitnn Anode Cathedie Pfeteetion System rtrs-vravzz
3 2�v Tempof af y 3AW/-r:ids 07 /non
22�o Cleaning and A,.eepta e Testing .,FW.,to,- Mains 02,106,12�
22�o Utility Tr"ne T.'.Teayat:on :.•7,....offt ,,..1 >?� 12/1� /moo
33 05 12 xx7"t Line Lowering � 17/�n/2012
�✓--�rz r�rzv�zvrt
33 05 13.10 Ff a Grade Rings n1 92,12 1 �
Ts-v�-rrr£�����,- •,,� C6m�9S�t� mr�vzv
3 Valve a -ad Other- Stmetur-es to 7
1 �,,�1,� N z
Gfade
22�6 Gonefete xx7.,t Vai Its 17/7i Q0A2vii
32�T Gonefete Cellar-s 17/7 z
�--05-20 Anger-vnxig �r2020r2
33 05 22 Steel Casing Pipe 12/20/2012
33 05 23 1 � OA2012
T✓--/v���-z� �sr=-vrry iz
--05 24 r/.I7mo: Pip in Casing of Tunnel r ; of Dl"to 06/19/r2013
33 05 26 Utility >\lar-k "/r „""ter- 12/20/2nl �
22�o T ,.,. &f E,,,- tinVies 1 /2012
33 1 1 05 BE t" T.1 s a -a Gaskets 1 � OA2012
T✓-rr-v� , , rt,-=-vr=vzz
33 1 1 1 o Ductile lfe Aipe 12/20/20 2
?1-3 11 11 Dt*tih lrb-r. Fittings 12/'�12
✓� 11 12 Polyvinyl Ghlefide (PVC) Pr-esstffe Pipe 111 1 n 8
3-3 11 13 GenefetePres„r ,—.,-fap,����R�e
11 1 I uufiea Stool Pipe and Fitting !XNA2012
33 1210 xx7"t S 1 t 02/10 n/
��-a�cr�crrrcl, � lid
T✓-z rzv rLravravzz
3 12 21 A xx W A Rubber- Seated Bt e -fly x7.,1.,"" !X20,12012
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
22 12 2c
�zza
Gof eet er + >✓ xt re.->\Uin n2/n�/2n12
cvraicccivrr-c0 �7lll%1.TY� `xrJ vzrvvravz�
23 1230
rCi' 5�1'%i '.r�!(/.�a a4ve Assemblies-fv : Potable v latef Systems 1 7 /7/2012
F;,- n 1 /no 2�044
33 1240
2 2�0
22�0
Hydrants
s: FP�:iXil„ .c i0�%140 1 2 /20 /2012
Standafd Blow a f-f Valve Assembly 0649/20113
22�z
22�3
Gur-e.1 i Dl.,ee Pipe (GIDU\ 12/2042012
Fiber -glass Rein f ,-ee Pipe for- (`_,-.,.,:k�C.o1�1�ir�j' 6 12/2�Q0,12012
22�
22�0
High Density Polyethylene (14PPE) Pipe Fb Sander, Sewer QQ0,12012
Polyvinyl Chloride (PVC) !`_,-ayity Samna.- Sewer Pipe 06,19r2014
333121
�T
Del.,..i"! Gh e-;,1e /Ux7!`\ Posed Defile !� .,., Sa-a tafy Sewer-
12
Nn/2�M2
z
2 2�z
22�
Sanitary Se &. Viff, 1-i^. ing QQ0,12012
Sanitary Sewer Pipe E„1arge,M,e12/2 z
22�0
�..oxnkii.�t%an
333170
Saaitai=y Sewer- ce....;ee renneetions and ce-..;ee r ; e nn/24�
A;,- A7a ve Cewe,- �1..-..e TiT.,;.-.., 12
C .mfar Eanitarr,- ,90/2012�
22�0
22�0
Cast in Plaoo Corso olso 12/� n/�2
Preeast Ge..,,,-ete TR.,nhole.. 12 O/2012
1290/2012
33 3930
22�0
2 2�0
22�0
Fibe,-glass Manholes
Wastewater- neeess Chamber- (WAG) 1290/2nozlz
>r,.w. Line r c anitar; c ewe, tp etufes 1 2 90 /20z1 2
Reinforced Co e,-ete Ste..,v, Sewern;,.e/G„hefts n�/n�14
22�=
High Density Delyethylene(7 Dr) Pip* i� r12/2-0r201r2
22n�L
Reinforced Delyet lene E) lkfa 11 /1 s
.
33 0
33 4601
S�' 12,90,12012
SlAtted biir n Dfait+s n� /n�14-
33 4602
Tr€nOt 1)mi,.gc n� /n�1
22�0
22�0
Cast i Dl.,ee TR.,nl.eleo cr__d 12 0,12npz12
1290/2012
22�0
Curb and Drop inlets
Storm 7 &rage ue.,,7.t,..11s and W;n.,..,.,lls 07/0z
Division 34 -
2A�0
2n n�no.l1
Transportation
T-affe c:,aaI 10/1�15
AttaEhmentA GentFellef Gabinet 12/1�15
Att&Ehment B Goi3tfelleropeeif ec'1•tiefi
2n n�02
24 41 10.03
2n�
2n�
3,1 11 15
Attaehmen4tSoftware ipeeifieativii 01,12012
Temp rr-affe Signals 11 /2�n
ve,.,oyin. T-.,sae Signals 12/220/2012
Reetai3gular P��:a Flashing Be ee11 /2Tr 22/20i3
24 41 1Pedob\t6xi11
N2/2013
24 4120
Readw IlluxKxiatja . Assemblies 1212/2�n/20z12
34 41 20.01
Arterial LED Roadway Luminaires 06/15/2015
24 4120.02
��.e�i��r�s
Ffeew ., LED ne.,dw ., r 06/10 c��
24 4120.03
�
r r 01
Resid�tial �T'�a3- .�,rnlii��ras o6/15/20ar-5
,
�o
34 4130
2n�0
1
�/2n>3
�'11unlinuirl E'igi� 11n2
1e !Y7/2vzTMQ016
3471 13
Single 44E) Fiber- Opt;e Cable
Traffic Control 11/22/2013
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
Appendix
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
UNIT PRICE BID
Bidlist Item
No.
1
2
3
4
5
6
7
8
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
00 42 43
DAP - BID PROPOSAL
Page 1 of 1
Bidder's Application
Project Item Information
Description
Specification
I Unit of
Bid
Section No.
Measure
Quantity
UNIT V: STREET LIGHTING IMPROVEMENTS
2605.3118 Furnish/Install Conduit -Schedule 80 PVC 2
26 05 33
LF
356
3441.1502 Ground Box Type B, w/Apron
3441 10
EA
2
3441.3037 Furnish/Install 10' - 14' Washington Standard
3441 20
Light Pole & Fixture LED
EA
5
3441.3303 Rdwy Ilium Foundation TY 7
34 41 20
EA
5
3441.3323 Furnish/Install 8' Wood Light Pole Arm
34 41 20
EA
2
3441.1413 NO 6 Bare Elect. Condr SLID
34 41 20
EA
356
3441.3201 LED Lighting Fixture
34 41 20
EA
2
3441.1771 Furnish/Install 120-240V Single Ph. Metered
34 41 20
Pedestal
EA
1
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
Bid Summary
UNIT V: STREET LIGHTING IMPROVEMENTS
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER:
Hurst Electric
229 W. Hurst Blvd
Hurst, Texas 76053
(817) 268-3000
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
Bidder's Proposal
Unit Price I Bid Value
$83.17
$29,608.521
$2,101.12
$4,202.241
$4,895.89
$24,479.45
$916.00
$4,580.001
$150.00
$300.001
$4.08
$1,452.481
$2,230.00
$4,460.001
$11,545.14
$11,545.14
$80,627.831
--.iWI...-—...-.-....-
by the placement of my
signatignalura Mis document
BY: Date '. 2023 1 28
Eduardo Rojas osolsl-00.
TITLE:
DATE:
END OF SECTION
$80,627.831
1
$80,627.831
60 working days after the date when the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
Copy of 00 42 43_Bid Proposal_DAP.x1a
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work
Tvpe" box provide the complete major work tvpe and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Hurst Electric May 31, 2024
Street Lighting 229 W. Hurst Blvd
Hurst, Texas 765053
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Hurst Electric BY: ala t o
defined by thhee placement
placemennt of my
229 W. Hurst Blvd signature on this document
Date: 2023.11.08 16:51:54-06'00'
Hurst, Texas 76053 Eduardo Rojas
817-268-3000
(Signature)
TITLE: Project Manager/ Engineer
DATE: 11 /3/2023
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS
00 45 12_Prequalification Statement 2015_DAP - Hurst.docx
Form Version September 1, 2015
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 2
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No. 103898. Contractor further certifies that, pursuant to Texas Labor Code, Section
6 406,096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
8
+ 4I0LYitlTg11911T
10
11 Hurst Electric
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
By: Eduardo Rojas
Company �^ (Please Print)
229 W. Hurst Blvd Signature:/
Address
Hurst. TX 76053
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
Title: Project Manager/ Engineer
(Please Print)
B FO ME, the unjerripd authority, on this day personally appeared
. n7 . known to me to be the person whose name is
subscribed to the foregoing b4trument, and acknowledged to me that he/she executed the
same as the act and deed of Hurst Electric for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 43 , day of
November .2023. ����uIIIINryi /J
..N`i tA•
a�
ry ubl c in and for t State of Texas
rE
of
CITY OF FORT WORTH05113''';�:�� Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUME144YII I11b908
Revised April 2, 2014
00 45 26 - 2
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 2 of 2
END OF SECTION
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103898
Revised April 2, 2014
005243-1
1
SECTION 00 52 43
Developer Awarded Project Agreement
Page 1 of 6
2 AGREEMENT
3 THIS AGREEMENT, authorized on 11/8/2023 is made by and between the Developer,
4 OPG Clifton Riverside Partners, LLC authorized to do business in Texas ("Developer") , and Hurst
5 Electric, authorized to do business in Texas, acting by and through its duly authorized
6 representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree
8 as follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part
14 is generally described as follows:
15 Clifton Riverside Multifamilv
16 City Proiect No. 103898
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 60 working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the
24 Standard City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10
29 of the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS 103898
Revised June 16, 2016
005243-2
Developer Awarded Project Agreement
Page 2 of 6
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer Zero Dollars ($0.00) for each day that expires after the time specified in
35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the
38 Contract Documents an amount in current funds of Eighty Thousand Six Hundred Twenty -Seven Dollars
39 83 100 ($ 80,627.83 )
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42 A. The Contract Documents which comprise the entire agreement between Developer
43 and Contractor concerning the Work consist of the following:
44 1. This Agreement.
45 2. Attachments to this Agreement:
46 a. Bid Form (As provided by Developer)
47 1) Proposal Form (DAP Version)
48 2) Prequalification Statement
49 3) State and Federal documents (project specific)
50 b. Insurance ACORD Form(s)
51 c. Payment Bond (DAP Version)
52 d. Performance Bond (DAP Version)
53 e. Maintenance Bond (DAP Version)
54 f. Power of Attorney for the Bonds
55 g. Worker's Compensation Affidavit
56 h. MBE and/or SBE Commitment Form (If required)
57 3. Standard City General Conditions of the Construction Contract for Developer
58 Awarded Projects.
59 4. Supplementary Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Clifton Riverside Multifamily
103898
005243-3
Developer Awarded Project Agreement
Page 3 of 6
60 5. Specifications specifically made a part of the Contract Documents by attachment
61 or, if not attached, as incorporated by reference and described in the Table of
62 Contents of the Project's Contract Documents.
63 6. Drawings.
64 7. Addenda.
65 8. Documentation submitted by Contractor prior to Notice of Award.
66 9. The following which may be delivered or issued after the Effective Date of the
67 Agreement and, if issued, become an incorporated part of the Contract
68 Documents:
69 a. Notice to Proceed.
70 b. Field Orders.
71 c. Change Orders.
72 d. Letter of Final Acceptance.
73
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS 103898
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 6
75 Article 6. INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed by
79 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under
80 this contract. This indemnification provision is specifically intended to operate and be
81 effective even if it is alleged or proven that all or some of the damages being sought
82 were caused, in whole or in part, by anv act, omission or negligence of the citv. This
83 indemnity provision is intended to include, without limitation, indemnity for costs,
84 expenses and legal fees incurred by the city in defending against such claims and causes
85 of actions.
86
87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
88 the city, its officers, servants and employees, from and against any and all loss, damage
89 or destruction of property of the city, arising out of, or alleged to arise out of, the work
90 and services to be performed by the contractor, its officers, agents, employees,
91 subcontractors, licensees or invitees under this contract. This indemnification provision
92 is specifically intended to operate and be effective even if it is alleged or proven that all
93 or some of the damages being sought were caused, in whole or in part, by anv act„
94 omission or negligence of the citv.
95
96 Article 7. MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awarded Projects.
100 7.2 Assignment of Contract.
101 This Agreement, including all of the Contract Documents may not be assigned by the
102 Contractor without the advanced express written consent of the Developer.
103 7.3 Successors and Assigns.
104 Developer and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Documents.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS 103898
Revised June 16, 2016
005243-5
Developer Awarded Project Agreement
Page 5 of 6
107 7.4 Severability.
108 Any provision or part of the Contract Documents held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110 remaining provisions shall continue to be valid and binding upon DEVELOPER and
111 CONTRACTOR.
112 7.5 Governing Law and Venue.
113 This Agreement, including all of the Contract Documents is performable in the State of
114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115 Northern District of Texas, Fort Worth Division.
116
117 7.6 Authority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
125
Contractor:
Hurst Electric
defned by the placement of my
signature on this document
Date: 2023A 1.08 1fi:51!23-06'00'
Eduardo Rojas
By:
(Signature)
Eduardo Rojas
Developer:
OPG Clifton Riverside Partners, LLC
By: �
(Signature)
Matthew Gillam
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS 103898
Revised June 16, 2016
005243-6
126
(Printed Name)
Title: Project Manager/ Engineer
Company Name: Hurst Electric
Address: 229 W. Hurst Blvd.
City/State/Zip: Hurst TX 76053
11 /8/2023
Date
Developer Awarded Project Agreement
Page 6 of 6
(Printed Name)
Title: Manager
Company name:OPG diffton Riverside Partners, LLC
Address: 730 N Santa Fe, Suite A
City/State/Zip: Salina, KS 67401
02/05/2024
Date
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Clifton Riverside Multifamily
103898
1•101 10 e 31
006219-1
MAINTENANCE BOND
Page 1 of 4
1 SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Hurst Electric LP, known as "Principal' herein and The Hanover Insurance
9 Companv, a corporate surety (sureties, if more than one) duly authorized to do business in the
10 State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto
11 the Developer, OPG Clifton Riverside Partners, LLC, authorized to do business in Texas
12 ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of
13 Ninety Five Thousand Two and 83/100 Dollars ($95,002.83), lawful money of the United States,
14 to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be
15 made jointly unto the Developer and the City as dual obligees and their successors, we bind
16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
17 firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
20 CFA Number CFA22-0161; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer
22 awarded the 30th day of October, 2023, which Contract is hereby referred to and a made part
23 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
24 other accessories as defined by law, in the prosecution of the Work, including any Work resulting
25 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said
26 Contract and designated as Clifton Riverside Multifamily, and
27
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS103898
Revised January 31, 2012
BOND # 1093090
006219-2
MAINTENANCE BOND
Page 2 of 4
1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
2 accordance with the plans, specifications and Contract Documents that the Work is and will
3 remain free from defects in materials or workmanship for and during the period of two (2) years
4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
5
6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
7 receiving notice from the Developer and/or City of the need thereof at any time within the
8 Maintenance Period.
I7
10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy
11 any defective Work, for which timely notice was provided by Developer or City, to a completion
12 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
13 full force and effect.
14
15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
16 noticed defective Work, it is agreed that the Developer or City may cause any and all such
17 defective Work to be repaired and/or reconstructed with all associated costs thereof being
18 borne by the Principal and the Surety under this Maintenance Bond; and
19
20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
22 Worth Division; and
23
24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
25 recoveries may be had hereon for successive breaches
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS103898
Revised January 31, 2012
BOND # 1093090
006219-3
MAINTENANCE BOND
Page 3 of 4
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 20th day of Februarv. 2024.
3
4
5
6
7 ATTEST:
8
9
10 (Principal) Secretary
11
12 `� V
13 Witness as to Principal
14
15
16
17
18
19
20 ATTEST:
21
22
23 (Su ` y) Srecretary %\
1
24 j
25
26 Witness as to Surety
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS103898
Revised January 31, 2012
PRINCIPAL:
7
BY:
Signature
Name and Title
Address: 2V!9
SURETY:
The Hanover Insurance COmDanv
Signature
Michele Brockman. Attornev in Fact
Name and Title
Address: 440 Lincoln Street,
Worcester MA 01615
Telephone Number: (508) 853-7200
Clifton Riverside 1 awlamily
BOND # 1093090
006219-4
MAINTENANCE BOND
Page 4 of 4
2 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
3 from the by-laws showing that this person has authority to sign such obligation. If
4 Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
Clifton Riverside Multifamily
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS103898
Revised January 31, 2012
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call The Hanover Insurance Company/
Citizens Insurance Company of America's toll -free
telephone number for information or to make a
complaint at:
1-800-343-6044
You may also write to The Hanover Insurance Company/
Citizens Insurance Company of America at:
440 Lincoln Street
Worcester, MA 01653
You may contact the Texas Department of Insurance
to obtain information on companies, coverages,
rights or complaints at:
1-800-252-3439
You may write the -Texas Department of Insurance:
P. 0. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium
or about a claim you should contact the agent or the
company first. If the dispute is not resolved, you may
contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This
notice is for information only and does not become
a part or condition of the attached document.
Texas Complaint Notice
Commercial Lines
AVISO IMPORTANTE
Para obtener informacion o para someter una queja:
Usted puede Ilamar al numero de telefono gratis de
The Hanover Insurance Company/Citizens Insurance
Company of America's para informacion o para
someter una queja al:
1-800-343-6044
Usted tambien puede escribir a The Hanover Insurance
Company/Citizens Insurance Company of America al:
440 Lincoln Street
Worcester, MA 01653
Puede comunicarse con el Departamento de Seguros
de Texas para obtener informacion acerca de
companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P. 0. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
DISPUTAS SOBRE PRIMAS 0 RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o la com-
pania primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es solo
para proposito de informacion y no se convierte en
parte o condicion del documento adjunto.
The Hanover Insurance Company 1440 Lincoln Street, Worcester, MA 01653
181-1457 (12113) Page 1 of 1 Citizens Insurance Company of America 1808 North Highlander Way, Howell, MI 48843
hanover.com
THE HANOVER INSURANCE COMPANY
MASSACHUSETTS BAY INSURANCE COMPANY
CITIZENS INSURANCE COMPANY OF AMERICA
POWER OF ATTORNEY
THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the
extent herein stated.
KNOW ALL PERSONS BY THESE PRESENTS:
That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe
laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of
Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint,
Lesa Fernandez, Lynn Dockins, Michele Brockman and/or Suzanne Van Meter
Of Insurica of Plano, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver
for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations.
The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if
they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney
limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below:
Any such obligations in the United States, not to exceed Thirty Million and No/100 ($30,000,000) in any single instance
That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions
remain in full force and effect:
RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to
appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds,
recognizances, contracts of indemnity, waivers of citation and all otherwritings obligatory in the nature thereof, with power to attach thereto the seal ofthe
Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and
acknowledged by the regularly elected officers of the Company in their own proper persons.
RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and
executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent
as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7,1981—
The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001—Citizens Insurance
Company of America and affirmed by each Company on March 24, 2014)
IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY
OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 811 day of March, 2022.
THE HANOVER INSU E COMPANY
MASSACHUSETTS Y INSURANCE COMPANY
CITIZENS INSURA E C MPANY OF AMERICA
Vice President
om
THE COMMONWEALTH OF MASSACHUSETTS )
COUNTY OF WORCESTER ) ss.
THE HANOVER INSURANCE COMPANY
MASSACHUSETTS SAY INSURANCE COMPANY
CITIX -NS INSURANCE COMPANY OF AMERICA
j�
JqA.tH. Kawiecki, Vice President
On this 811 day of March, 2022 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company,
Massachusetts Bay Insurance Company and Citizens Insurance Company ofAmerica, to me personally known to be the individuals and officers described herein,
and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance
Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and
subscribed to said instrument by the authority and direction of said Corporations.
�k ARLEEN V. SIMONS
W
Notary PublicCOMMONWEALTHss on Expires
My Commission Expires Arleen V� SImOnS, Notary�l- U IC
June 15, 2023 My Commission Expires June 16, 2023
I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,
hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify
that the said Powers of Attorney are still in force and effect.
GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of
THE
HANOVER INSURANCE COMPANY
COMPANY
-SHHUSErTS
N!�R"fE 9Q. t 1PANY OF AMERCA
CERTIFIED COPY r- -
;Cohn A. Rowodder, Vice President
GENERAL LIABILITY FORM SUMMARY:
The policy quoted includes the following forms, endorsements and exclusions, which may not be deleted.
I ORM
ED. DATE
FORM NAME
cGOoo1
04/13
Commercial General Liability Coverage Form
CNA74705XX
01115
Contractors' General Liability Extension Endorsement
CG2010
07/04
Additional Insured - Owners, Lessees or Contractors - Scheduled Person or
l
Organization Endorsement
CG2037
071044
Additional Insured - Owners, Lessees or Contractors - Completed Operations
Fnders�
CNA75079XX
03122
Ttl
Blankket AA Uonal Insured -Owners, Lessees or Contractors - with Products -
Completed Operations Coverage Endorsement
CNA75119XX
01115
Deductible Applicable to Damages Endorsement
CNA74843XX
01/15
Pollution Exclusion Amendatory Endorsement
ONA74682XX
01/16
Subsidence Exclusion (CA, CO, NV) and Subsidence Residential Exclusion (All
Other Sates) En orr;;ament
GNA74687XX
01115
Silica Exclusion ndorsement
GNA74708XX
01/15
Fungi I Mold / Mildew / Yeast I Microbe Exclusion Endorsement
CNA74761TX
01115
Employment -Related Practices Exclusion Endorsement - Texas
CNA74801XX
01115
Contractors - Professional Liability Exclusion Endorsement
CNA74862XX
01/15
Residential Construction Defect Products/Completed Operations Exclusion
Endorsement
GNA74863XX
01/15
Construction Wrap -Up program Exclusion Endorsement
GNA74892XX
01115
Exterior Finish System Products/Completed Operations Property Damage
Exclusion Endorsement
CNA7508OXX
01116
Exclusion - Access or Disclosure of Confidential or Personal Information and
Data -Related Liability - with Limited Bodily Injury Exception Endorsement
CNA75108XX
01115
Broad Named Insured Endorsement
CNA62646XX
01115
Bridge Endorsement
CNA74702XX
01/15
Changes - Notice of Cancellation or Material Restriction Endorsement
CNA74726XX
01/15
Calculation of Premium Endorsement
CNA74898TX
01/15
Experience Rating Modification Endorsement - Texas
CNA74904TX
01/15
Duties Endorsement - Texas
1 CNA74719XX
01115
Asbestos Exclusion Endorsement
CNA CNA PARAMOUNT
Contractors' General Liability Extension Endorsement
It Is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART
as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement,
then that other endorsement controls with respect to such provision, and the changes made by this endorsement with
respect to such provision do not apply.
TABLE OF CONTENTS
I. Additional Insureds
2. Additional Insured - Primary And Nan -Contributory To Additional Insured's Insurance
3. Bodily Injury — Expanded Deflnitivn
4. Broad Knowledge of Occurrence! Notice of Occurrence
5. Broad Named Insured
6. Broadened Liability Coverage For damage To Your Product And Your Work
7. Contractual Liability - Railroads
8. Electronic Data Liability
9. Estates, Legal Representatives and Spouses
10. Expected Or Intended Injury —Exception for Reasonable Force
11. General Aggregate Limits of Insurance — Per Project
12. In Rem Actions
13. Incidental Health Care Malpractice Coverage
14, Joint Ventures/Partnership/Limped Liability Companies
15. Legal Liability — Damage To Premises ! Alienated Premises 1 Property In The Named Insured's Care,
Custody or Control
16. Liquor Liability
17. Medical Payments
18. Non -owned Aircraft Coverage
% Non -owned Watercraft
20. Personal And Advertising Injury — Discrimination or Humiliation
21. Personal And Advertising Injury - Contractual Liability
22. Property Damage - Elevators
23. Supplementary Payments
24. Unintentional Failure To Disclose Hazards
25. Waiver of Subrogation — Blanket
26. Wrap -Up Extension: OCIP CLIP, or Consolidated (Wrap -Up) Insurance Programs
CN A74705XX (1 -15) Policy No: 7015112796
Page 1 of 17 Endorsement No: 4
The Continental Insurance Co.
Insured Name: HURST ELECTRIC LP
Copyright CNA All Righla Resenred. Includes ccWy ghled material of Insurances Services Ofllea, Inc., wish Its permisslon.
CAM CNA PARAMOUNT
Contractors' General Liability Extension Endorsement
1. ADDITIONAL INSUREDS
a. WHO IS AN INSURED Is amended to include as an Insured any person or organization described In paragraphs
A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part
under a written contract or written agreement, provided such contract or agreement;
(1) is currently In effect or becomes effective during the term of this Coverage part; and
(2) was executed prior to:
(a) the bodily Injury or property damage; or
(b) the offense that caused the personal and advertising Injury,
for which such additional insured seeks coverage.
b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer
will not provide such additional Insured with:
(1) a higher limit of insurance than required by such contractor agreement; or
(2) coverage broader than required by such contract or agreement, and in no event broader than that described
by the applicable paragraph A, through H. below.
Any coverage granted by this endorsement shall apply only to the extent permissible by law.
A. Controlling Interest
Any person or organization with a controlling interest In a Named Insured, but only with respect to such person or
organization's IiablRy for bodily.lnjury, property damage or personal and advertising Injury arising out of:
1. such person ar organizatlon's financial control of a Named Insured; or
2. premises such person or organization owns, maintains or controls while a Named Insured leases or
occupies such premises;
provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or
demolition operations performed by, on behalf of, or for such additional insured.
S. Co-owner of Insured Premises
A co-owner of a premises oo-owned by a Named Insured and covered under this Insurance hul only with respect
to such cc -owner's liability for bodily Injury, property damage or personal and advertising injury as co-owner
of such premises.
C. Lessor of Equipment
Any person or organization from wham a Named Insured leases equipment, but only with respect to liability for
bodily injury, property damage or personal and advertising Injury caused, in whole or In part, by the Named
Insured's maintenance, operation or use of suoh equipment, provided that the occurrence giving rise to such
bodily injury, property damage or the offense giving rise to such personal and advertising Injury takes place
prior to the termination of such lease.
D. Lessor of Land
Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily
Injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use
of such land, provided that the occurrence giving riso to such bodily Injury, property damage or the offense
giving rise to such personal and advertising injury takes place prior to the termination of such lease. The
CNA74705XX (1-15) Policy No: 7015312796
Page 2 of 17 Endorsement No; 4
The Continental Insurance Co.
Insured Name; HURST ELECTRIC LP
Copyright CNA All Rights Reserved. Includos copyrlghted ,nateriat or insurance Servlcaa Ofllea, Inc., wilh Its permission.
CNA CNA PARAMOUNT
Contractors' General Liability Extension Endorsement
coverage granted by this paragraph does not apply to structural alterations, new construction or demolition
operations performed by, on behalf of, or for such additional insured.
E. Lessor of Premises
An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but
only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of
the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that
the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal
and advertising injury, takes place prior to the termination of such lease. The coverage granted by this
paragraph does not apply to structural alterations, new construction or demolition operations performed by, on
behalf of, or for such additional insured.
F. Mortgagee, Assignee or Receiver
A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's
liability for bodily injury, property damage or personal and advertising injury arising out of the Named
Insured's ownership, maintenance, or use of a premises by a Named Insured.
The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition
operations performed by, on behalf of, or for such additional insured.
G. State or Governmental Agency or Subdivision or Political Subdivisions — Permits
A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but
only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily
injury, property damage or personal and advertising injury arising out of:
1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which
this insurance applies:
a, the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings,
canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk
vaults, street banners, or decorations and similar exposures; or
b, the construction, erection, or removal of elevators; or
G. the ownership, maintenance or use of any elevators covered by this insurance; or
2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf.
The coverage granted by this paragraph does not apply to:
a. Bodily injury, property damage or personal and advertising Injury arising out of operations performed
for the state or governmental agency or subdivision or political subdivision; or
b. Bodily injury or property damage included within the products -completed operations hazard.
With respect to this provision's requirement that additional insured status must be requested under a written
contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the
Named Insured to add the governmental entity as an additional insured.
H. Trade Show Event Lessor
1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer,
any person or organization whom the Named Insured is required to include as an additional insured, but only
with respect to such person or organization's liability for bodily injury, property damage or personal and
advertising injury caused by:
CNA74705XX (1-15)
Page 3of17
The Continental Insurance Co.
Insured Name: HURST ELECTRIC LP
Policy No: 7015112796
Endorsement No: 4
Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission.
iCNA
CNA PARAMOUNT
Contractors' General Liability Extension Endorsement
a. the Named Insured's acts or omissions; or
b. the acts or omissions of those acting on the Named Insured's behalf,
in the performance of the Named Insured's ongoing operations at the trade show event premises during the
trade show event.
2. The coverage granted by this paragraph does not apply to bodily Injury or property damage included within
the products -completed operations hazard.
2. ADDITIONAL INSURED -PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE
The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to
add the following paragraph:
If the Named Insured has agreed in writing In a contract or agreement that this insurance is primary and non-
contributory relative to an additional Insured's own insurance, then this insurance Is primary, and the Insurer will not
seek contribution from that other Insurance. For the purpose of this Provision 2., the additional insured's own
insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding
anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess
of any other insurance available to such person or organization. ,
3. BODILY INJURY— EXPANDED DEFINITION
Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following:
Bodily injury means physical Injury, sickness or disease sustained by a person, Including death, humiliation, shock,
mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical
Injury, sickness or disease.
4. BROAD KNOWLEDGE- OF OCCURRENCE; NOTICE OF OCCURRENCE
Under CONDITIONS, the condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended
to add the following provisions:
A. BROAD KNOWLEDGE OF OCCURRENCE
The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence,
offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a
partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the
above to give such notice.
13, NOTICE OF OCCURRENCE
The Named Insured's rights under this Coverage Part will not be prejudiced if tho Named Insured fails to give
the Insurer notice of an occurrence, offense or claim and that failure Is solely due to the Named Insured's
reasonable belief that the bodily injury or property damage Is not covered under this Coverage Part. However,
the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the
Named Insured Is aware that this insurance may apply to sucl7 occurrence, offense or claim.
5. BROAD NAMED INSURED
WHO IS AN INSURED Is amended to delete Its Paragraph 3, In Its entirely and replace it with the following:
3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has
management control:
a. on the effective date of this Coverage Part; or
CNA74705XX (1 - 15)
Page 4of17
The Continental Insurance Co.
Insured Name: HUPST ELECTRIC LP
Policy No: 7015112796
Endorsement No: 4
Copyrlghl C:NA AN Rghts Reserved. Indudes copyrighted rrs}iorial ❑1 Insurance Services Office, Inc., wilh Its permission.
CNA
CNA PARAMOUNT
Contractors' General Liability Extension Endorsement
claims arising solely out of their capacity or status as such and, In the case of a spouse, where such claim seeks
damages from marital community property, jointly held property or property transferred from such natural person
Insured to such spouse. No coverage Is provided for any act, error or omission of an estate, heir, legal
representative, or spouse outside the scope of such person's capacity or status as such, provided however that the
spouse of a natural parson Named Insured and the spouses of members or partners of joint venture or partnership
Named Insureds are Insureds wlih respect to such spouses' acts, errors or omissions in the conduct of the Named
Insured's business,
10. EXPECTED OR INTENDED INJURY —EXCEPTION FOR REASONABLE FORCE
Under COVERAGES, Coverage A -- Bodily Injury and Property Damage Liability, the paragraph entitled
Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following:
This Insurance does not apply to:
Expected or Intended Injury
Bodily injury or property damage expected or Intended from the standpoint of the Insured. This exclusion does not
apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property.
11. GENERAL AGGREGATE LIMITS OF INSURANCE � PER PROJECT
A. For each construction project away From premises the Named Insured owns or rents, a separate Construction
Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations,
Is the most the Insurer will pay for the sum of:
1. All damages under Coverage A, except damages because of bodily Injury or property damage included In
the products completed operations hazard; and
2. All medical expenses under Coverage C,
that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction
project. Such payments shall not reduce the General Aggregate Limit shown In the Declarations, nor the
Construction Project General Aggregate Limit of any other construction project.
13. All:
1. Damages under Coverage B, regardless of the number of locations or construction projects involved;
2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing
operations at a single construction project, except damages because of bodily Injury or property darnage
Included In the products -completed operations hazard; and
3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing
operations at a single construction project,
will reduce the General Aggregate Limit shown In the Declarations,
C. The limits shown In the Declarations for Each Occurrence, for Damage To Premises Rented To You and for
Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit
or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be
attributed solely to ongoing operations at a particular construction project.
D. When coverage for liability arising out of the products completed operations hazard Is provided, any payments
for damages because of bodily Injury or property damage Included in the products -completed operations
hazard will reduce the Products -Completed Operations Aggregate Limit shown In the Declarations, regardless of
the number of projects involved,
CNA74705XX (1-15) - Policy No; '701513-2796
Page 8 of 17 Endorsement No: 4
The Continental insurance Co.
Insured Name; HURST ELECTRIC LP
Copytlght CNA All Rights Reserved- Includes copyrlghled material of Insufancri Services Office, Inc., with Its permission.
CNA PARAMOUNT
CNA
Contractors' General Liability Extension Endorsement
E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and
then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or
timetables, the project will still be deemed to be the same construction project.
F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as
stipulated.
12. IN REM ACTIONS
A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the
Named Insured, will be treated in the same manner as though the action were in personam against the Named
Insured,
13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE
Solely with respect to bodily injury that arises out of a health care incident:
A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled
Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following:
b. This insurance applies to bodily injury provided that the professional health care services are incidental to
the Named Insured's primary business purpose, and only if:
(1) such bodily injury is caused by an occurrence that takes place in the coverage territory.
(2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will
be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence;
and
B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled
Exclusions is amended to:
I. add the following to the Employers Liability exclusion:
This exclusion applies only if the bodily injury arising from a health care incident is covered by other
liability insurance available to the Insured (or which would have been available but for exhaustion of its
limits).
ii. delete the exclusion entitled Contractual Liability and replace it with the following:
m
? This insurance does not apply to:
Contractual Liability
0
the Insured's actual or alleged liability under any oral or written contract or agreement, including but not
limited to express warranties or guarantees.
III. add the following additional exclusions:
This insurance does not apply to:
Discrimination
any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on
an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual
orientation.
Dishonesty or Crime
Any actual or alleged dishonest, criminal or malicious act, error or omission.
Medicare/Medicaid Fraud
CNA74705XX (1-15) Policy No: 7015112796
Page 9 of 17 Endorsement No: 4
The Continental Insurance Co.
Insured Name: HURST ELECTRIC LP
Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with Its permission.
CNA CNA PARAMOUNT
Contractors' General Liability Extension Endorsement
11. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE — ELEVATORS Provision, the
Other Insurance conditions is amended to add the following paragraph:
This Insurance Is excess over any of the other insurance, whether primary, excess, contingent or on any other
basis that is Properly Insurance covering property of others damaged from the use of elevators.
23. SUPPLEMENTARY PAYMENTS
The section entitled SUPPLEMENTARY PAYMENTS -- COVI=RAGES A AND B Is amended as follows:
A. Paragraph. I.b. is amended to delete the $260 limit shown for the cost of bail bands and replace it with a $5,000.
limit; and
B. Paragraph 1 A. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a
$1,0Q0, limit.
24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
If the Named Insured unintentionally falls to disclose all existing hazards at the inception date of the Named
Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure.
25, WAIVER OF SUBROGATION - BLANKET
Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us Is amended to
add the following: .
The Insurer waives any right of recovery the Insurer may have against any person or organization because of
payments the Insurer makes for injury or damage arising out of:
1. the Named Insured's ongoing operations; or
2. your work Included in the products -completed operations hazard.
However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery In
a written contract or written agreement, and only If such contract or agreement:
1. Is in effect or becomes effective during the term of this Coverage Part; and
2. was executed prior to the bodily Injury, property damage or personal and advertising injury giving rise to the
claim.
26. WRAP-UP EXTENSION: OCIP, CLIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS
Note: The following provision does not apply to any public construction project In the state of Oklahoma, nor to any
construction project In the state of Alaska, that Is not permitted to be Insured under a consolidated (wrap-up)
Insurance program by applicable state statute or regulation.
If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP Is attached to this policy, or another exclusionary
endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance
Programs (C.C.I.P.) Is attached, then the following changes apply:
A. The following warding is added to the above -referenced endorsement:
With respect to a consolidated (wrap-up) Insurance program project in which the Named Insured is or was
Involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as
damages because of:
1, Bodily Injury, property damage, or personal or advertising injury that occurs during the Named Insured's
ongoing operations at the project, or during such operations of anyone acting on the Named Insured's
behalf; nor
CNA74706XX (1-15) Policy No. 7015112796
Page 16 of 17 Endorsement No; 4
The Continental Insurance Co.
Insured Name: HURST ELECTRIC LP
Copyright CNA All Righfs Resenled. Includes copyr{ghted mmerinl of Insurenca Servlcos Offico, Inc., with Its permissbn.
CNA CNA PARAMOUNT
Blanket Additional Insured - Owners, Lessees or
Contractors - with Products -Completed
Operations Coverage Endorsement
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
It is understood and agreed as follows:
1. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by
written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily
Injury, property damage or personal and advortlsing injury caused in whole or In part by your acts or omissions, or
the acts or omissions of those acting on your behalf:
A, In the performance of your ongoing operations subject to such written contract; or
8. in the performance of your worst subject to such written contract, but only with respect to bodily injury or
property damage Included In the products -completed operations hazard, and only If:
1. the written contract requires you to provide the additional insured such coverage; and
2. this coverage part provides such coverage.
IL But if the written contract requlres;
A. additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of CG2010, or under the 10-
01 edition of CG2037; or
B. additional insured coverage with "arising out of` language; or
C. additional insured coverage to the greatest extent permissible bylaw;
there paragraph I. above Is deleted in Its entirety and replaced by the following:
WHO IS AN INSURED is amended to Include as an Insured any person or organization whom you are required by
written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily
Injury, property damage or personal and advertising Injury arising out of your work that Is subject to such written
contract.
Ill. Subject always to the terms and condillons of this policy, Including the limits of Insurance, the Insurer will not provide
such additional Insured with:
A. coverage broader than required by the written contract; or
B. a higher limit of insurance than required by the written contract,
IV, The Insurance granted by this endorsement to the additional insured does not apply to bodily injury, property
damage, or personal and advertising Injury arising out of:
A. the rendering of, or the failure: to render, any professional architectural, engineering, or surveying services,
Including,
1, the preparing, approving, or falling to prepare or approve maps, shop drawings, opinions, reports, surveys,
field orders, change orders or drawings and specifications; and
® 2. supervisory, inspection, architectural or engineering activities; or
imm ® 13, any premises or work for which the additional insured is specifically listed as an additional Insured on another
-�� endorsement attached to this coverage part.
V. Linder COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance Is amended to
add the following, which supersedes any provision to the contrary In this Condition or elsewhere In this coverage
part:
CNA75079XX (10-16) Policy No: 7015112796
Page 1 of 2 Endorsement No: 5
The Continental Insurance Co,
Insured Name: HURST Er�ECTRlC LP
Copydglhl CNA All MOW Reserved. Includos copyrighted motvial of Insurance services 011lco, Inc., with Its permission.
CNA CNA PARAMOUNT
Blanket Additional Insured - Owners, Lessees or
Contractors - with Products -Completed
Operations Coverage Endorsement
Primary and Noncontributory Insurance
With respect to other Insurance available to the additional insured under which the additional insured Is a named
Insured, this Insurance Is primary to and will not soak contribution from such other Insurance, provided that a written
contract requires the insurance provided by this poi#cy to be:
1. primary and non-contributing with other Insurance available to the additional insured; or
2. primary and to not seek contribution from any ether Insurance available to the additional Insured.
But except as specified above, this Insurance will be excess of all other insurance available to the additional insured.
VI. Solely with respect to the Insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL
LIABILITY CONDITIONS is amended as follows:
The Condition entitled Duties In The Event of occurrence, Offense, Claim or Suit Is amended with the addition of
the following:
Any additional Insured pursuant to this endorsement will as soon as practicable:
1. give the Insurer written notice of any claim, or any occurrence or offense which may result In a claim;
2. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer In the Investigation,
defense, or settlement of the claim; and
3. make available any other insurance, and tender the defense and indemnity of any claim to any other insurer or
self -insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part, However,
If the written contract requires this insurance to be primary and non-contributory, this paragraph 3. does not
apply to Insurance on which the additional insured Is a named Insured.
The Insurer has no duly to defend or Indemnify an additional insured under this endorsement until the Insurer receives
written notice of a claim from the additional Insured.
VII. Solely with respect to the Insurance granted by this endorsement, the section entitled DEFINITIONS is amended to
add the following definition:
Written contract means a written contract or written agreement that requires you to make a person or organization an
additional insured on this coverage part, provided the contract or agreement:
A, Is currently in effect or becomes effective during the term of this policy; and
B. was executed prior to:
1. the bodily Injury or property damage; or
2. the offense that caused the personal and advertising Injury;
for which the additional Insured sacks coverage.
Any coverage granted by this endorsement shall apply solely to the extent permissible by law.
All other terms and conditions of the Policy remain unchanged.
This endorsement, which forms a pall of and Is for attachment to the Policy Issued by the designated Insurers, takes effect
on the effective date of said Policy at the hour stated in said Policy, unless another effective date Is shown below, and
expires concurrently with said Policy.
GNA75079XX (10-16) Policy No: 7015112796
Page 2 of 2 Endorsement No: 5
The Continental Insurance Co.
Insured Name: kMIZST ELECTRIC LP
Copydghl CNA All Rights Rasorvad. Includos copyrlghled mstariol of Insurana Services Omco, Inc., wit 115 permisslon.
AUTO FORM SUMMARY:
The policy quoted includes the following forms, endorsements and exclusions, which may not be deleted.
1 FORM
CA0001
CA 01 96
CA 02 43
CA 05 05
CA2001
CA 20 54
CA 21 09
CA 22 64
CA 9916
CA 99 44
t.rti ate as
CA P 012
ED, DATE FORM NAME
11 /20
11 /20
11113
11 /20
11 /20
11120
10113
10113
10/13
10/13
10113
12120
CNA62854TX 07115
CNA63359XX 04112
CNA68021XX 02/13
CNA72315XX 04119
CNA84401 XX
CNASS611 XX
CNA86103XX
CNA86257XX
CNA89114XX
G-132250-842
G-144291-A
G-17832-B
G-300766-A
IL 00 03
IL0017
IL0021
12115
01121
04/17
07/16
05117
07/16
03/03
12110
08115
09105
11198
09108 -
BUSINESS AUTO COVERAGE FORM
TEXAS CHANGES
TEXAS CHANGES - CANCELLATION AND NONRENEWAL
TEXAS PUBLIC OR LIVERY PASSENGER CONVEYANCE Alr
TRANSPORTATION NETWORK SERVICES EXCLUSION
LESSOR - ADDITIONAL INSURED AND LOSS PAYEE
EMPLOYEE HIRED AUTOS
TEXAS UNINSURED/UNDERINSURED MOTORISTS COVERAGE
TEXAS PERSONAL INJURY PROTECTION ENDORSEMENT
HIRED AUTOS SPECIFIED AS COVERED AUTOS YOU OWN
LOSS PAYABLE CLAUSE
TEXAS SUPPLEMENTARY DEATH BENEFIT
2020 COMMERCIAL AUTOMULTISTATE FORM REVISIONS ADVISORY
NOTICE TO POLICYHOLDERS
TEXAS COMMERCIAL LINES POLICYHOLDERS
CONTRACTORS EXTENDED COVERAGE ENDORSEMENT BUSINESS AUTO
PLUS
NOTICE OF CANCELLATION TO CERTIFICATEHOLDERS
NOTICE OF CANCELLATION OR MATERIAL CHANGE DESIGNATED
PERSON OR ORGANIZATION
PAYMENT PLAN SCHEDULE
BUSINESS AUTO COVERAGE PART DECLARATIONS
COMMERCIAL AUTOMOBILE LOSS PAYEE SCHEDULE
UNINSURED/UNDERINSURED MOTORIST SUPPLEMENTARY SCHEDULE
HIRED AUTO PHYSICAL DAMAGE LIMIT ENDORSEMENT
RISK CONTROL SERVICES AVAILABLE TO TEXAS AUTO POLICYHOLDERS
ECONOMIC AND TRADE SANCTIONS CONDITION
CANCELLATION BY US
IMPORTANT INFORMATION - TEXAS
CALCULATION OF PREMIUM
COMMON POLICY CONDITIONS
NUCLEAR ENERGY LIABILITY EXCLUSION ENDORSEMENT (BROAD FORM)
■
CONTRAC!FORM.
Business Auto Policy
Policy Entiorseivent
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFi,JLLY.
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
I. LIABILITY COVERAGE
A. Who Is An Insured
The following is added to Section 11, Paragraph A.1., Who Is An Insured:
1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the
date of inception of this Coverage Form; provided that,
b. The insurance afforded by this provision A. 1. does not apply to any such entity that is an
Insured under any other liability "policy" providing auto coverage.
Any organization you newly acquire or form, other than a limited liability company, partnership or
joint venture, and over which you maintain majority ownership interest.
The insurance afforded by this provision A.2.:
a. Is effective an the acquisition or formation date, and is afforded only until the end of the policy
period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier.
b. Does not apply to:
(1) Bodily injury or property damage caused by an accident that occurred before you acquired or
formed the organization; or
(2) Any such organization that is an Insured under any other liability "policy" providing auto
coverage.
3. Any person or organization that you are required oy a written contract to name as an additional
insured is an insured but only with respect to their legal liability for acts or omissions of a person,
who qualifies as an insured under SUCTION 11 — WHO IS AN INSURED and for whom Liability
Coverage is afforded under this policy. If required by written contract, this insurance will be primary
and non-contributory to insurance on which the additional insured is a Named Insured,
4. An employee of yours is an Insured while operating an auto hired or rented under a contract or
agreement in that employee's name, with your permission, while performing duties related to the
conduct of your business.
"Policy", as used in this provision A. Who Is An Insured, includes those poiicias that were in force on
the inception date of this Coverage Form but:
1. Which are no longer in force; or
2. Whose limits have been exhausted.
B. Ball Bonds and Loss of Earnings
Section II, Paragraphs A.2. 12) and A.2. (4) are revised as follows:
1. In a.121, the limit for the cost of bail bonds is changed from $2,000 to $6,000; and
2. In a.(4), the limit for the loss of earnings Is changed from $260 to $500 a day.
Form No; CNA63369XX 104.20121 Palley No: 8VA 7016112782
Endorsement Effective Date: Endorsement Expiration date:
Endorsement No; 10; Page! 1 of 4
underwriting Company: Valley Forge Insurance Company, 161 N Franklin St, Chicago, IL 60606
O Copyright CNA All Bights Reserved. Includes copyrighted material of the
insurance Services Office, Inc„ used with its permission.
CNA
Business Auto Policy
Policy Enclorsement
C. Fellow Employee
Section II, Paragraph 8.5 does not apply.
such coverage as is afforded by this provision C. is excess over any other collectible insurance.
II, PHYSICAL DAMAGE COVERAGE
A. Glass Breakage -- Hitting A Bird Or Animal — Falling Objects Or Missiles
The following is added to Section Ili, paragraph A.3.:
With respect to any covered auto, any deductible shown in the Decieratlons will not apply to glass
brualcage if such glass is repaired, in a manner acceptable to us, rather then replaced.
B. Transportation Expenses
Section III, Paragraph A.4.a. Is revised, with respect to transportation expense incurred by you, to
provide:
a. $60 per day, in lieu of $20; subject to
b. $1,800 maximum, in lieu of $600.
C. Loss of Use Expenses
Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to
provide;
a. $1,000 maximum, in lieu of $600,
D. Hired "Autos"
The following is added to Section III. Paragraph A.:
6. Hired "Autos"
If Physical Damage coverage is provided under this policyr and such coverage does not extend to Hired
Autos, then Physical Damage coverage is extended to;
a. Any covered) auto you lease, hire, rent or borrow without a driver; and
b. Any covered auto hired or rented by your employee without a driver, under a contract in that
individual employee's name, with your permission, while performing duties related to the
conduct of your business.
c. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost
of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto.
No deductible applies to loss caused by fire or lightning.
d. The physical damage coverage as is provided by this provision is equal to the physical damage
coverage(s) provided on your owned autos.
e. Such physical damage coverage for hired autos will:
(1) Include loss of use, provided it is the consequence of an accident for which the Named
Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing
or rental concern.
(2) Such coverage as is provided by this provision will be subject to a limit of $760 per
accident.
E. Airbag Coverage
The following is added to Section Ill, Paragraph 8.3.:
The accidental discharge of an airbag shall not be considered mechanical breakdown.
Form No: CNA63359XX 104.201 Z) Policy No: BUA 7015112782
Endorsement Effective Pate: Endorsement Expiration bate: '
Endorsement No: 10: Pape: 2 of 4
Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606
a Copyright CNA All Rights Reserved. Includes copyrighted material of the
Insurance Services Office, Inc., used with its permission.
CNA
F. Electronic Equipment
Business Auto Policy
Policy Endorsement
Section Ill, Paragraphs B.4.c and R.4.d. are deleted and replaced by the following:
c. Physical Damage Coverage on a covered auto also applies to loss to any permanently Installed
electronic equipment including its antennas and other accessories
d. A $100 per occurrence deductible applies to the coverage provided by this provision.
G. Diminution In Value
The following is added to Section III, Paragraph S.B.:
Subject to the following, the diminution In value exclusion does not apply to:
a. Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver
for a period of 30 days or less, while performing duties related to the conduct of your business;
and
b. Any covered auto of the private passenger type hired or rented by your employee without a
driver for a period of 30 days or less, under a contract in that individual employee's name, with
your permission, while performing duties related to the conduct of your business.
c. Such coverage as Is provided by this provision is limited to a diminution In value loss arising
directly out of accidental damage and not as a result of the failure to make repairs; faulty or
incomplete maintenance or repairs; or the installation of substandard parts.
d, The most we will pay for loss to a covered auto in any one accident is the lesser of:
(1) $5,000; or
l2► 20% of the auto's actual cash value (ACV).
III. Drive Other Car Coverage — Executive Officers
The following is added to Sections 11 and III:
1. Any auto you don't own, hire or borrow is a covered auto for,Liability Coverage while toeing used by,
and for Physical Damage Coverage while in the care, custody or control of, any of your "executive
officers", except;
a. An auto owned by that "executive officer" or a member of that person's household; or
b. An auto used by that "executive officer" while working in a business of selling, servicing, repairing
or parking autos.
Such Liability and/or Physical Damage Coverage as is afforded by this provision.
(1) Equal to the greatest of those coverages afforded any covered auto; and
(2) Excess over any other collectible insurance.
2. For purposes of this provision, "executive officer" means a person holding any of the officer positions
created by your charter, constitution, by-laws or any other similar governing document, and, while a
resident of the same household, includes that person's spouse.
Such "executive officers" are Insureds while using a covered auto described in this provision.
IV. BUSINESS AUTO CONDITIONS
A. Duties In The Event Of Accident, Claim, Suit Or Loss
The following is added to Section IV, Paragraph A.2.a.:
Form No; CNA63359XX (04.2012)
Endorsement Waotive Date: Endorsement Expiration hate:
Endorsement No: to; Page: 3 of 4
Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606
Policy No; I3UA 7015112782
° Copyright CNA All Rights Reserved, Includes copyrighted material of the
Insurance Services offloo, Inc., used with its permission.
CNA
Business Auto policy
Policy Endorsement
(4) Your employees may know of an accident or loss, This will not mean that you have such
knowledge, unless such accident or loss Is known to you or if you are not an Individual, to any
of your executive officers or partners or your insurance manager.
The following is added to Section IV, Paragraph A.2.b.:
(6) Your employees may know of documents received concerning a claim or suit. This will not mean
that you have such knowledge, unless receipt of such documents Is known to you or if you are
not an individual, to any of your executive officers or partners or your insurance manager.
8, Transfer Of Rights Of Recovery Against Others To Us
The following Is added to Section IV, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To
Us:
We waive any right of recovery we may have, because of payments we make for injury or damage,
against any person or organization for whom or which you are required by written contract or
agreement to obtain this waiver from us.
This injury or damage must arise out of your activities under a contract with that person or
organization.
You must agree to that requirement prior to an accident or loss.
C. Concealment, Misrepresentation or Fraud
The following is added to Section IV, Paragraph B.2.:
Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not
prejudice you with respect to the coverage afforded provided such failure or omission is not intentional
D. Other Insurance
The following is added to Section IV, Paragraph B.5.:
Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy
shall he on a primary non-contributory basis. This provision is applicable only when required by a
written contract.
That written contract must have been entered into prior to Accident or Loss.
F. Policy Period, Coverage Territory
Se❑tion IV, Paragraph B. 7.15i.W, is revised to provide;
a, 45 days of coverage in lieu of 30 days.
V. DEFINITIONS
Section V. paragraph C. is deleted and replaced by the following:
Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish,
mental injury or death resulting from any of these.
Form No; CNA03369XX (04.2012) Policy No: BLIA 7015112782
Endorsement Effective pate: Endorsement Expiration pate:
Endorsement No; 10; Page; 4 of 4
Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chloago, IL 80600
° Copyright CNA All Rights Reserved. Includes copyrighted material of the
Insurance Services offica, Inc., used with Its permisslon.
CNA
1
It Is understood and agreed that:
Business Auto policy
Policy Enclorsernent
If you have agreed under written contract to provide notice of cancellation to a party to whom the Agent of
Record has issued a Certificate of Insurance, and If we cancel a policy term described on that Certificate of
Insurance for any reason other than nonpayment of premium, then notice of cancellation will be provided to
such Certificateholders at least 30 days in advance of the date cancellation is effective.
If notice is mailed, then proof of mailing to the last known mailing address of the Certificateholder on file with
the Agent of Record will be sufficient to prove notice.
Any failure by us to notify such persons or organizations will not extend or invalidate such cancellation, or
impose any liability or obligation upon us or the Agent of Record.
All other terms and conditions of the policy remain unchanged
This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers,
takes effect on the Policy Effective date of said policy at the hour stated in said policy, unless another effective
date (the Endorsement Effective Dale) is shown below, and expires concurrently with said policy,
Form No; CNA66021XX 102-2013) policy No: BUA 70151 12782
Endorsement Effective Dete: Endorsement Expiration pate:
Endorsement No: 11; Page: 1 of 1
Underwriting Company: valley Forga Insurance Company, 161 N Franklin 5t, Chicago, iL 60606
41 Copyright CNA All Rights Reserved,
WORKERS' COMPENSATION FORM SUMMARY:
The policy quoted includes the following endorsements and policy holder notices
FORM
ED. DATE
FORM NAME
CC031605A
12M4
CNA INSURANCE PREMIUM AUDIT
CC68021A
02113
NOTICE OF CANCELLATION TO CERTIFICATE HOLDERS
CNA105749XX
05123
POLICYHOLDER FRAU❑ NOTIFICATION
CNA82027XX
03115
POSTING NOTICE SCHEDULE
0-115114-F
12120
IMPORTANT INFORMATION FOR TEXAS POLICYHOLDERS
G-116814-H
10113
IMPORTANT INFORMATION TO OUR WORKERS' COMPENSATION
POLICYHOLDERS DOING BUSINESS IN THE STATE OF TEXAS - ACCIDENT
PREVENTION SERVICES
G-140370-E
05119
PRIVACY POLICY NOTICE
G-17877-D
06114
DEDUCTIBLt NOTICE OF ELECTION TEXAS
f G-300285-C
11/22
IMPORTANT INFORMATION TO OUR WORKERS' COMPENSATION
POLICYHOLDERS DOING BUSINESS IN THE STATE OF TEXAS - HEALTH
CARE NETWORK PREMIUM CREDIT
G-300399-A
08115
AVISO IMPORTANTE PARA ASEGURADOS EN TEXAS
G-300774-A
06109
IMPORTANT INFORMATION TO OUR WORKERS' COMPENSATION
CUSTOMERS DOING BUSINESS AS GENERAL CONTRACTORS IN -rHE
STATE OF TEXAS
P-56016-A
12/89
WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY
INFORMATION PAGE
WC 00 00 00 C
01115
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE
POLICY
WC 00 04 06
08184
PREMIUM DISCOUNT ENDORSEMENT
WC 00 04 14 A
01119
GO -DAY REPORTING REQUIREMENT - NOTIFICATION OF CHANGE IN
OWNERSHIP ENDORSEMENT
WC 00 04 21 F
08122
CATASTROPHE (OTHER THAN CERTIFIED ACTS OF TERRORISM)
PREMIUM ENDORSEMENT
WC 00 04 22 C
01121
TERRORISM RISK INSURANCE PROGRAM REAUTHORIZATION ACT
DISCLOSURE ENDORSEMENT
WC 00 04 25
05117
EXPERIENCE RATING MODIFICATION FACTOR REVISION ENDORSEMENT
WC 42 03 01 L
07123
TEXAS AMENDATORY ENDORSEMENT
WC 42 03 04 B
06114
TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS
ENDORSEMENT
WC 42 03 04 B
06114
TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS
ENDORSEMENT
WC 42 04 08 A
06114
TEXAS HEALTH CARE NETWORK ENDORSEMENT
WC 42 06 01
01194
TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT
Workers Compensation And Employers Liability Insurance
CNAPolicy Enciorseniclnt
1
This endorsement applies only to the insuranco provided by the policy because Texas is shown in Item 3.A. of
the Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule, but this waiver applies only with
respect to bodily injury arising out of the operations described in the Schedule where you are required by a
written contract to obtain this waiver from us.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this endorsement Is shown in the Schedule.
Schedule
1. ❑ specific Waiver
Name of person or organization
XJ Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this
waiver.
2. Operations: All Texas Operations
3. Premium:
The premium charge for this endorsement shall be 2% percent of the premium developed on payroll in
connection with work performed for the above personls) or organization(s) arising out of the operations
described,
4. Advance Premium: Hofer to Schedule of Operations
All other terms and conditions of the policy remain unchanged.
This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers,
takes effect on the Policy Effective Date of said policy at the hour stated In said policy, unless another
effective date Ithe Endorsement Effective Date) is shown below, and expires concurrently with said policy
unless another expiration date Is shown below.
Form No: WC 42 03 04 B (06-2014) Policy No. WC 7 15112601
Endorsement Effective Rate: E;ndorsomartt Expiration Date:
Endorsement No: 7. Page: 1 of 1
Underwriting Company: Valley Forgo Insurance Company, 151 N Franklin 5t, Chicago, IL 60606
41 Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved.
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
Article1 —
Definitions and Terminology............................................................................................................ l
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.................................................
5.19 Delegation of Professional Design Services ....
5.20 Right to Audit: ..................................................
5.21 Nondiscrimination.............................................
.....24
.....24
.....25
.....25
Article 6 —
Other Work at the Site....................................................................................................................26
6.01
Related Work at Site.....................................................................................................................26
Article 7 —
City's Responsibilities....................................................................................................................26
7.01
Inspections, Tests, and Approvals..................................................................................................26
7.02
Limitations on City's Responsibilities.........................................................................................26
7.03
Compliance with Safety Program.................................................................................................27
Article 8 — City's Observation Status During Construction.............................................................................27
8.01 City's Project Representative.......................................................................................................27
8.02 Authorized Variations in Work....................................................................................................27
8.03 Rejecting Defective Work.......................................................................................................27
8.04 Determinations for Work Performed...........................................................................................28
Article9 — Changes in the Work.......................................................................................................................28
9.01 Authorized Changes in the Work.................................................................................................28
9.02 Notification to Surety....................................................................................................................28
Article 10 — Change of Contract Price; Change of Contract Time..................................................................28
1001 Change of Contract Price.............................................................................................................28
1002 Change of Contract Time.............................................................................................................28
10.03 Delays............................................................................................................................................28
Article 11 —
Tests and Inspections; Correction, Removal or Acceptance of Defective Work........................29
11.01
Notice of Defects..........................................................................................................................29
11.02
Access to Work.............................................................................................................................29
11.03
Tests and Inspections....................................................................................................................29
11.04
Uncovering Work...................................................................................................................30
11.05
City May Stop the Work..............................................................................................................30
11.06
Correction or Removal of Defective Work.............................................................................30
11.07
Correction Period..........................................................................................................................30
11.08
City May Correct Defective Work...............................................................................................31
Article12 — Completion....................................................................................................................................32
1201 Contractor's Warranty of Title.....................................................................................................32
1202 Partial Utilization..........................................................................................................................32
1203 Final Inspection.............................................................................................................................32
1204 Final Acceptance...........................................................................................................................33
Article13 — Suspension of Work......................................................................................................................33
13.01 City May Suspend Work..............................................................................................................33
Article14 — Miscellaneous................................................................................................................................34
1401 Giving Notice................................................................................................................................34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02
Computation of Times .....
14.03
Cumulative Remedies .......
14.04
Survival of Obligations ....
14.05
Headings ............................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
34
34
35
35
0073 10-1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) --A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recordedplat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
C. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
in. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are notContract Documents.
10. Contractor —The individual or entity with whom Developer has entered into theAgreement.
11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carried out by the City to verb that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone —A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of theAgreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of theAgreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of theProject.
28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6: 00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will bejudged.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights -of -way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at theSite.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Work —The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non -Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the ContractDocuments.
42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p. m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
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 o£
a. $1,000,000 eachoccurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
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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:
The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and operated
by: NONE
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement' with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: NONE
b. Each Occurrence:: NONE
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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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 repairwork
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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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:
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 byparticipating change orders.
5.05 Substitutes and "Or -Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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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 0125 00 and:
1) shall certify that the proposed substitute itemwill:
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 5.05.13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use ofsubstituted 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.
X 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.
X 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 llth 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 shallbe
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and OtherAreas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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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 endangerit.
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
other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-22
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 22 of35
5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the ContractDocuments.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-23
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 23 of35
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage causedby:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or finalpayment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-24
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 24 of35
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.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
Awl D 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 ofactions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of35
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing Cityfunds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of35
ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of35
7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of35
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 — CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipatedproject.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of35
ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed anegative
result and require a retest.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of35
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 — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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Page 32 of 35
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2 consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 — MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the otherparty.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
DAP SUMMARY OF WORK
Pagel of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 103898
Revised December 20, 2012
011100-2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 103898
Revised December 20, 2012
011100-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 103898
Revised December 20, 2012
012500-1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
1 SECTION 0125 00
2 SUBSTITUTION PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or -equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 — General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid. No
22 separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution - General
26 1. Within 30 days after award of Contract (unless noted otherwise), the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors, trade names, or catalog
31 numbers.
32 a. When this method of specifying is used, it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names, or catalog numbers, provided said products are "or -equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or -equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements, or other factors beyond control of Contractor;
40 or,
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 1) Complete data substantiating compliance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule, when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product, including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including, but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, if a reduction in cost or time results, it will
46 be documented by Change Order.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
1 4. Substitution will be rejected if-
2 a. Submittal is not through the Contractor with his stamp of approval
3 b. Request is not made in accordance with this Specification Section
4 c. In the Developer's opinion, acceptance will require substantial revision of the
5 original design
6 d. In the City's or Developer's opinion, substitution will not perform adequately
7 the function consistent with the design intent
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
12 A. In making request for substitution or in using an approved product, the Contractor
13 represents that the Contractor:
14 1. Has investigated proposed product, and has determined that it is adequate or
15 superior in all respects to that specified, and that it will perform function for which it
16 is intended
17 2. Will provide same guarantee for substitute item as for product specified
18 3. Will coordinate installation of accepted substitution into Work, to include building
19 modifications if necessary, making such changes as may be required for Work to be
20 complete in all respects
21 4. Waives all claims for additional costs related to substitution which subsequently
22 arise
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
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012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED
ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
Recommended Recommended
Not recommended Received late
By
Date
Remarks
Date
Rejected
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
1
2
3 PART1- GENERAL
SECTION 013119
PRECONSTRUCTION MEETING
013119-1
DAP PRECONSTRUCTION MEETING
Pagel of 3
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19
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A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
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01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
in. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
013119-3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 0132 33
PRECONSTRUCTION VIDEO
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. Though not mandatory, it is highly recommended on infill developer projects.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
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]
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 0133 00
DAP SUBMITTALS
013300-1
DAP SUBMITTALS
Page 1 of 8
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work -related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 — General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writing, at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities, or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including, but not limited to:
32 a) Disapproval and resubmittal (if required)
33 b) Coordination with other submittals
34 c) Testing
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
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013300-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 %2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
013300-3
DAP SUBMITTALS
Page 3 of 8
1
2.
The Project title and number
2
3.
Contractor identification
3
4.
The names of-
4
a. Contractor
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b. Supplier
6
c. Manufacturer
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5.
Identification of the product, with the Specification Section number, page and
8
paragraph(s)
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6.
Field dimensions, clearly identified as such
10
7.
Relation to adjacent or critical features of the Work or materials
11
8.
Applicable standards, such as ASTM or Federal Specification numbers
12
9.
Identification by highlighting of deviations from Contract Documents
13
10. Identification by highlighting of revisions on resubmittals
14
11. An 8-inch x 3-inch blank space for Contractor and City stamps
15
F. Shop Drawings
16
1.
As specified in individual Work Sections includes, but is not necessarily limited to:
17
a. Custom -prepared data such as fabrication and erection/installation (working)
18
drawings
19
b. Scheduled information
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c. Setting diagrams
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d. Actual shopwork manufacturing instructions
22
e. Custom templates
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f. Special wiring diagrams
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g. Coordination drawings
25
h. Individual system or equipment inspection and test reports including:
26
1) Performance curves and certifications
27
i. As applicable to the Work
28
2.
Details
29
a. Relation of the various parts to the main members and lines of the structure
30
b. Where correct fabrication of the Work depends upon field measurements
31
1) Provide such measurements and note on the drawings prior to submitting
32
for approval.
33
G. Product Data
34
1.
For submittals of product data for products included on the City's Standard Product
35
List, clearly identify each item selected for use on the Project.
36
2.
For submittals of product data for products not included on the City's Standard
37
Product List, submittal data may include, but is not necessarily limited to:
38
a. Standard prepared data for manufactured products (sometimes referred to as
39
catalog data)
40
1) Such as the manufacturer's product specification and installation
41
instructions
42
2) Availability of colors and patterns
43
3) Manufacturer's printed statements of compliances and applicability
44
4) Roughing -in diagrams and templates
45
5) Catalog cuts
46
6) Product photographs
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
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1 7) Standard wiring diagrams
2 8) Printed performance curves and operational -range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare -parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections, include, but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purchased or on -site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work, materials, fabrication, and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City's Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
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a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH Clifton Riverside Multifamily
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Revised August 30, 2013
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
013300-7
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1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13
N. Request for Information (RFI)
14
1. Contractor Request for additional information
15
a. Clarification or interpretation of the contract documents
16
b. When the Contractor believes there is a conflict between Contract Documents
17
c. When the Contractor believes there is a conflict between the Drawings and
18
Specifications
19
1) Identify the conflict and request clarification
20
2. Sufficient information shall be attached to permit a written response without further
21
information.
22
23
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25
26
1.5
SUBMITTALS [NOT USED]
27
1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28
1.7
CLOSEOUT SUBMITTALS [NOT USED]
29
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30
1.9
QUALITY ASSURANCE [NOT USED]
31
1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
32
1.11
FIELD [SITE] CONDITIONS [NOT USED]
33
1.12
WARRANTY [NOT USED]
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
013300-8
DAP SUBMITTALS
Page 8 of 8
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August 30, 2013
0135 13- 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 — General Requirements
23 3. Section 33 12 25 — Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference
28 standard published at the time of the latest revision date logged at the end of this
29 Specification, unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
31 High Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. When work in the right-of-way which is under the jurisdiction of the Texas
37 Department of Transportation (TxDOT):
38 a. Notify the Texas Department of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
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0135 13-2
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b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage -type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
a) Erect temporary mechanical barriers, de -energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section 0131 13
E. Water Department Coordination
1. During the construction of this project, it will be necessary to deactivate, for a
period of time, existing lines. The Contractor shall be required to coordinate with
the Water Department to determine the best times for deactivating and activating
those lines.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August, 30, 2013
013513-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor's foreman and phone number
29 f) Name of the City's inspector and phone number
30 g) City's after-hours phone number
31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August, 30, 2013
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3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
H. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit.
I. Coordination within Railroad Permit Areas
1. At locations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or from the construction of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2. Obtain any supplemental information needed to comply with the railroad's
requirements.
J. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
K. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August, 30, 2013
013513-5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4
SUBMITTALS [NOT USED]
2 1.5
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6
CLOSEOUT SUBMITTALS [NOT USED]
4 1.7
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8
QUALITY ASSURANCE [NOT USED]
6 1.9
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10
FIELD [SITE] CONDITIONS [NOT USED]
8 1.11
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11
12
DATE NAME
8/31/2012 D.Johnson
END OF SECTION
Revision Log
SUMMARY OF CHANGE
1.3.13— Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
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EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH Cliifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August, 30, 2013
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EXHIBIT B
FORT WORTH
Date:
DOE NO. XXXX
Project !lame:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. I AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised August, 30, 2013
01 45 23
DAP TESTING AND INSPECTION SERVICES
Paget of 3
SECTION 0145 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
Work associated with this Item is considered subsidiary to the various Items bid. No
separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the Contractor
is responsible for payment of subsequent Quality Assurance testing until a
passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently in
advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another form of
distribution approved by the City.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
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DAP TESTING AND INSPECTION SERVICES
Page 2 of 3
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
Removed reference to Buzzsaw and noted that electronic submittals be uploaded
03/20/2020 D.V. Magana through the City's document management system.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
014523
DAP TESTING AND INSPECTION SERVICES
Page 3 of 3
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised March 20, 2020
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised JULY 1, 2011
015000-2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification, inspection
and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised JULY 1, 2011
015000-3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised JULY 1, 2011
015000-4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
3.6 RE -INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised JULY 1, 2011
01 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 — General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A.Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian
30 traffic.
31 b. When traffic control plans are included in the Drawings, provide Traffic
32 Control in accordance with Drawings and Section 34 71 13.
33 c. When traffic control plans are not included in the Drawings, prepare traffic
34 control plans in accordance with Section 34 71 13 and submit to City for
35 review.
36 1) Allow minimum 10 working days for review of proposed Traffic Control.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103898
Revised March 22, 2021
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 2) A traffic control "Typical" published by City of Fort Worth, the Texas
2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department
3 of Transportation (TxDOT) can be used as an alternative to preparing
4 project/site specific traffic control plan if the typical is applicable to the
5 specific project/site.
6 B. Street Use Permit
7 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
8 a. To obtain Street Use Permit, submit Traffic Control Plans to City
9 Transportation and Public Works Department.
10 1) Allow a minimum of 5 working days for permit review.
11 2) It is the Contractor's responsibility to coordinate review of Traffic Control
12 plans for Street Use Permit, such that construction is not delayed.
13 C. Modification to Approved Traffic Control
14 1. Prior to installation traffic control:
15 a. Submit revised traffic control plans to City Department Transportation and
16 Public Works Department.
17 1) Revise Traffic Control plans in accordance with Section 34 71 13.
18 2) Allow minimum 5 working days for review of revised Traffic Control.
19 3) It is the Contractor's responsibility to coordinate review of Traffic Control
20 plans for Street Use Permit, such that construction is not delayed.
21 D. Removal of Street Sign
22 1. If it is determined that a street sign must be removed for construction, then contact
23 City Transportation and Public Works Department, Signs and Markings Division to
24 remove the sign.
25 E. Temporary Signage
26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
28 Devices (MUTCD).
29 2. Install temporary sign before the removal of permanent sign.
30 3. When construction is complete, to the extent that the permanent sign can be
31 reinstalled, contact the City Transportation and Public Works Department, Signs
32 and Markings Division, to reinstall the permanent sign.
33 F. Traffic Control Standards
34 1. Traffic Control Standards can be found on the City's website.
35 1.5 SUBMITTALS [NOT USED]
36 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103898
Revised March 22, 2021
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
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
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4 A. Added language to emphasize minimizing of lane closures and impact to
traffic.
1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if
3/22/2021 M Owen applicable to specific project/site.
1.4 F. 1) Removed reference to Buzzsaw
1.5 Added language re: submittal of permit
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103898
Revised March 22, 2021
015713-1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
1 SECTION 0157 13
2 STORM WATER POLLUTION PREVENTION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
11 Contract
12 2. Division 1 — General Requirements
13 3. Section 3125 00 — Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 3125 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management (iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised July 1, 2011
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
0157 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 0133 00, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised July 1, 2011
015713-3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 0133 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
15
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised July 1, 2011
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 0160 00
PRODUCT REQUIREMENTS
016000-1
PRODUCT REQUIREMENTS
Pagel of 2
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15
A.
A list of City approved products for use is located on Buzzsaw as follows:
16
1. Resources\02 - Construction Documents\Standard Products List
17
B.
Only products specifically included on City's Standard Product List in these Contract
18
Documents shall be allowed for use on the Project.
19
1. Any subsequently approved products will only be allowed for use upon specific
20
approval by the City.
21
C.
Any specific product requirements in the Contract Documents supersede similar
22
products included on the City's Standard Product List.
23
1. The City reserves the right to not allow products to be used for certain projects even
24
though the product is listed on the City's Standard Product List.
25
D.
Although a specific product is included on City's Standard Product List, not all
26
products from that manufacturer are approved for use, including but not limited to, that
27
manufacturer's standard product.
28
E.
See Section 0133 00 for submittal requirements of Product Data included on City's
29
Standard Product List.
30 1.5 SUBMITTALS [NOT USED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH STANDARD CONSTRUCTION Clifton Riverside Multifamily
SPECIFICATION DOCUMENTS — WATER FACILITY PROJECTS 103898
Revised December 20, 2012
016000-2
PRODUCT REQUIREMENTS
Page 2 of 2
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
8
CITY OF FORT WORTH STANDARD CONSTRUCTION Clifton Riverside Multifamily
SPECIFICATION DOCUMENTS — WATER FACILITY PROJECTS 103898
Revised December 20, 2012
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
1 SECTION 0166 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
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 [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
016600-2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
1
4.
Deliver products or equipment in manufacturer's original unbroken cartons or other
2
containers designed and constructed to protect the contents from physical or
3
environmental damage.
4
5.
Clearly and fully mark and identify as to manufacturer, item and installation
5
location.
6
6.
Provide manufacturer's instructions for storage and handling.
7
B. Handling Requirements
8
1.
Handle products or equipment in accordance with these Contract Documents and
9
manufacturer's recommendations and instructions.
10
C. Storage Requirements
11
1.
Store materials in accordance with manufacturer's recommendations and
12
requirements of these Specifications.
13
2.
Make necessary provisions for safe storage of materials and equipment.
14
a. Place loose soil materials and materials to be incorporated into Work to prevent
15
damage to any part of Work or existing facilities and to maintain free access at
16
all times to all parts of Work and to utility service company installations in
17
vicinity of Work.
18
3.
Keep materials and equipment neatly and compactly stored in locations that will
19
cause minimum inconvenience to other contractors, public travel, adjoining owners,
20
tenants and occupants.
21
a. Arrange storage to provide easy access for inspection.
22
4.
Restrict storage to areas available on construction site for storage of material and
23
equipment as shown on Drawings, or approved by City's Project Representative.
24
5.
Provide off -site storage and protection when on -site storage is not adequate.
25
a. Provide addresses of and access to off -site storage locations for inspection by
26
City's Project Representative.
27
6.
Do not use lawns, grass plots or other private property for storage purposes without
28
written permission of owner or other person in possession or control of premises.
29
7.
Store in manufacturers' unopened containers.
30
8.
Neatly, safely and compactly stack materials delivered and stored along line of
31
Work to avoid inconvenience and damage to property owners and general public
32
and maintain at least 3 feet from fire hydrant.
33
9.
Keep public and private driveways and street crossings open.
34
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35
satisfaction of City's Project Representative.
36
a. Total length which materials may be distributed along route of construction at
37
one time is 1,000 linear feet, unless otherwise approved in writing by City's
38
Project Representative.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
!�71451499M*41x4toYUlei
5 3.1
INSTALLERS [NOT USED]
6 3.2
EXAMINATION [NOT USED]
7 3.3
PREPARATION [NOT USED]
8 3.4
ERECTION [NOT USED]
9 3.5
REPAIR / RESTORATION [NOT USED]
10 3.6
RE -INSTALLATION [NOT USED]
11 3.7
FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non -Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
016600-4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
1 SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
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1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017000-2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel, equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel, equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 — General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Mobilization and Demobilization
27 a. Measure
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 are subsidiary to the various Items bid and no other compensation will be
32 allowed.
33 2. Remobilization for suspension of Work as specifically required in the Contract
34 Documents
35 a. Measurement
36 1) Measurement for this Item shall be per each remobilization performed.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under "Measurement" will be paid for at the unit
40 price per each "Specified Remobilization" in accordance with Contract
41 Documents.
42 c. The price shall include:
43 1) Demobilization as described in Section 1.1.A.2.a.1)
44 2) Remobilization as described in Section 1.1.A.2.a.2)
45 d. No payments will be made for standby, idle time, or lost profits associated this
46 Item.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017000-3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1 3. Remobilization for suspension of Work as required by City
2 a. Measurement and Payment
3 1) This shall be submitted as a Contract Claim in accordance with Article 10
4 of Section 00 72 00.
5 2) No payments will be made for standby, idle time, or lost profits associated
6 with this Item.
7 4. Mobilizations and Demobilizations for Miscellaneous Projects
8 a. Measurement
9 1) Measurement for this Item shall be for each Mobilization and
10 Demobilization required by the Contract Documents
11 b. Payment
12 1) The Work performed and materials furnished in accordance with this Item
13 and measured as provided under "Measurement" will be paid for at the unit
14 price per each "Work Order Mobilization" in accordance with Contract
15 Documents. Demobilization shall be considered subsidiary to mobilization
16 and shall not be paid for separately.
17 c. The price shall include:
18 1) Mobilization as described in Section 1.1.A.3.a.1)
19 2) Demobilization as described in Section 1.1.A.3.a.2)
20 d. No payments will be made for standby, idle time, or lost profits associated this
21 Item.
22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
23 a. Measurement
24 1) Measurement for this Item shall be for each Mobilization and
25 Demobilization required by the Contract Documents
26 b. Payment
27 1) The Work performed and materials furnished in accordance with this Item
28 and measured as provided under "Measurement" will be paid for at the unit
29 price per each "Work Order Emergency Mobilization" in accordance with
30 Contract Documents. Demobilization shall be considered subsidiary to
31 mobilization and shall not be paid for separately.
32 c. The price shall include
33 1) Mobilization as described in Section 1.1.A.4.a)
34 2) Demobilization as described in Section 1.1.A.3.a.2)
35 d. No payments will be made for standby, idle time, or lost profits associated this
36 Item.
37 1.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
39 1.5 SUBMITTALS [NOT USED]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
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
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017000-4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 7
1 SECTION 017123
2 CONSTRUCTION STAKING AND SURVEY
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Requirements for construction staking and construction survey
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. See Changes (Highlighted in Yellow).
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Construction Staking
15 a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The work performed and the materials furnished in accordance with this
19 Item are subsidiary to the various Items bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidiary to the various Items bid.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item are subsidiary to the various Items bid and no other compensation will be
27 allowed.
28 3. As -Built Survey
29 a. Measurement
30 1) This Item is considered subsidiary to the various Items bid.
31 b. Payment
32 1) The work performed and the materials furnished in accordance with this
33 Item are subsidiary to the various Items bid and no other compensation will be
34 allowed.
35 1.3 REFERENCES
36 A. Definitions
37 1. Construction Survev - The survey measurements made prior to or while construction
38 is in progress to control elevation, horizontal position, dimensions and configuration
39 of structures/improvements included in the Project Drawings.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised February 14, 2018
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017123-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 7
2. As -built Survev —The measurements made after the construction of the improvement
features are complete to provide position coordinates for the features of a project.
3. Construction Staking — The placement of stakes and markings to provide offsets and
elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survev "Field Checks" — Measurements made after construction staking is
completed and before construction work begins to ensure that structures marked on
the ground are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
website) — 01 71 23.16.01— Attachment A Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on
City's Buzzsaw website).
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. The Contractor's selection of a surveyor must comply with Texas Government
21 Code 2254 (qualifications based selection) for this project.
22 1.5 SUBMITTALS
23 A. Submittals, if required, shall be in accordance with Section 01 33 00.
24 B. All submittals shall be received and reviewed by the City prior to delivery of work.
25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
26 A. Field Quality Control Submittals
27 1. Documentation verifying accuracy of field engineering work, including coordinate
28 conversions if plans do not indicate grid or ground coordinates.
29 2. Submit "Cut -Sheets" conforming to the standard template provided by the City
30 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
31 1.7 CLOSEOUT SUBMITTALS
32 B. As -built Redline Drawing Submittal
33 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
34 constructed improvements signed and sealed by Registered Professional Land
35 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
36 — Survey Staking Standards).
37 2. Contractor shall submit the proposed as -built and completed redline drawing
38 submittal one (1) week prior to scheduling the project final inspection for City
39 review and comment. Revisions, if necessary, shall be made to the as -built redline
40 drawings and resubmitted to the City prior to scheduling the construction final
41 inspection.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised February 14, 2018
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 7
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
2 1.9 QUALITY ASSURANCE
3 A. Construction Staking
4 1. Construction staking will be performed by the Contractor.
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2. Coordination
a. Contact City and Developer's Project Representative at least one week in
advance notifying the City of when Construction Staking is scheduled.
b. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. If
Developer's Project Representative is required to re -stake for any reason, the
Contractor will be responsible for costs to perform staking. If in the opinion of
the City, a sufficient number of stakes or markings have been lost, destroyed
disturbed or omitted that the contracted Work cannot take place then the
Contractor will be required to stake or re -stake the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractor.
2. Coordination
a. Contractor to verify that horizontal and vertical control data established in the
design survey and required for construction survey is available and in place.
3. General
a. Construction survey will be performed in order to construct the work shown on
the Construction Drawings and specified in the Contract Documents.
b. For construction methods other than open cut, the Contractor shall perform
construction survey and verify control data including, but not limited to, the
following:
1) Verification that established benchmarks and control are accurate.
2) Use of Benchmarks to furnish and maintain all reference lines and grades
for tunneling.
3) Use of line and grades to establish the location of the pipe.
4) Submit to the City copies of field notes used to establish all lines and grades,
if requested, and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City, if requested, to verify the guidance system and
the line and grade of the carrier pipe.
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
C. As -Built Survey
1. Required As -Built Survey will be performed by the Contractor.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised February 14, 2018
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017123-4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 7
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as -built
surveying.
b. It is the Contractor's responsibility to coordinate the as -built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable to
physically measure depth and mark the location during the progress of
construction and take as -built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 25O linear feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub -outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non -gravity facilities) at the following locations:
(1) Minimum every 25O linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
b. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
f) Air Release valves (Manhole rim and vent pipe)
g) Blow off valves (Manhole rim and valve lid)
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for each
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coordinates for each
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 7
1 b) Manholes and Junction Structures
2 (1) Rim and flowline elevations and coordinates for each
3 manhole and junction structure.
4 4) Stormwater — Not Applicable
5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
6 1.11 FIELD [SITE] CONDITIONS [NOT USED]
7 1.12 WARRANTY
8 PART 2- PRODUCTS
9
A. A construction survey will produce, but will not be limited to:
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1.
Recovery of relevant control points, points of curvature and points of intersection.
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Establish temporary horizontal and vertical control elevations (benchmarks)
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sufficiently permanent and located in a manner to be used throughout construction.
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3.
The location of planned facilities, easements and improvements.
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a. Establishing final line and grade stakes for piers, floors, grade beams, parking
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areas, utilities, streets, highways, tunnels, and other construction.
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b. A record of revisions or corrections noted in an orderly manner for reference.
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c. A drawing, when required by the client, indicating the horizontal and vertical
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location of facilities, easements and improvements, as built.
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4.
Cut sheets shall be provided to the City inspector and Survey Superintendent for all
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construction staking projects. These cut sheets shall be on the standard city template
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which can be obtained from the Survey Superintendent (817-392-7925).
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5.
Digital survey files in the following formats shall be acceptable:
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a. AutoCAD (.dwg)
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b. ESRI Shapefile (.shp)
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c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
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standard templates, if available)
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6.
Survey files shall include vertical and horizontal data tied to original project control
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and benchmarks, and shall include feature descriptions
29 PART 3 - EXECUTION
30 3.1 INSTALLERS
31 A. Tolerances:
32 1. The staked location of any improvement or facility should be as accurate as
33 practical and necessary. The degree of precision required is dependent on many
34 factors all of which must remain judgmental. The tolerances listed hereafter are
35 based on generalities and, under certain circumstances, shall yield to specific
36 requirements. The surveyor shall assess any situation by review of the overall plans
37 and through consultation with responsible parties as to the need for specific
38 tolerances.
39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed
41 1.0 ft. tolerance.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised February 14, 2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 7
1 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance.
2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
3 walkways shall be located within the confines of the site boundaries and,
4 occasionally, along a boundary or any other restrictive line. Away from any
5 restrictive line, these facilities should be staked with an accuracy producing no
6 more than 0.05ft. tolerance from their specified locations.
7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and
8 electric lines, shall be located horizontally within their prescribed areas or
9 easements. Within assigned areas, these utilities should be staked with an
10 accuracy producing no more than 0.1 ft tolerance from a specified location.
11 e. The accuracy required for the vertical location of utilities varies widely. Many
12 underground utilities require only a minimum cover and a tolerance of 0.1 ft.
13 should be maintained. Underground and overhead utilities on planned profile, but
14 not depending on gravity flow for performance, should not exceed 0.1 ft.
15 tolerance.
16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
17 specifications or in compliance to standards. The City reserves the right to request a
18 calibration report at any time and recommends regular maintenance schedule be
19 performed by a certified technician every 6 months.
20 1. Field measurements of angles and distances shall be done in such fashion as to
21 satisfy the closures and tolerances expressed in Part 3. LA.
22 2. Vertical locations shall be established from a pre -established benchmark and
23 checked by closing to a different bench mark on the same datum.
24 3. Construction survey field work shall correspond to the client's plans. Irregularities
25 or conflicts found shall be reported promptly to the City.
26 4. Revisions, corrections and other pertinent data shall be logged for future reference.
27
28 3.2 EXAMINATION [NOT USED]
29 3.3 PREPARATION [NOT USED]
30 3.4 APPLICATION
31 3.5 REPAIR / RESTORATION
32 A. If the Contractor's work damages or destroys one or more of the control
33 monuments/points set by the Developer's Project Representative, the monuments shall be
34 adequately referenced for expedient restoration.
35 1. Notify City or Developer's Project Representative if any control data needs to be
36 restored or replaced due to damage caused during construction operations.
37 a. Contractor shall perform replacements and/or restorations.
38 b. The City or Developer's Project Representative may require at any time a
39 survey "Field Check" of any monument or benchmarks that are set be verified
40 by the Developer's Project Representative before further associated work can
41 move forward.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised February 14, 2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 7
1 3.6 RE -INSTALLATION [NOT USED]
2 3.7 FIELD [OR] SITE QUALITY CONTROL
3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
4 Developer's Project Representative in accordance with this Specification. This includes
5 easements and right of way, if noted on the plans.
6 B. Do not change or relocate stakes or control data without approval from the City.
7 3.8 SYSTEM STARTUP
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A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve
the contractor of his/her responsibility for accuracy.
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
Added instruction and modified measurement & payment under 1.2; added definitions
8/31/2017 M. Owen and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements;
modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers;
added 3.5 Repair/Restoration; and added 3.8 System Startup.
Removed "blue text"; revised measurement and payment sections for Construction
Staking and As -Built Survey; added reference to selection compliance with TGC
2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as -built survey "during" and
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised February 14, 2018
017423-1
DAP CLEANING
Page 1 of 4
1 SECTION 0174 23
2 CLEANING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Scheduling
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1. Schedule cleaning operations so that dust and other contaminants disturbed by
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cleaning process will not fall on newly painted surfaces.
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2. Schedule final cleaning upon completion of Work and immediately prior to final
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inspection.
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1.5
SUBMITTALS [NOT USED]
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1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
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1.7
CLOSEOUT SUBMITTALS [NOT USED]
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1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
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1.9
QUALITY ASSURANCE [NOT USED]
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1.10
STORAGE, AND HANDLING
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A. Storage and Handling Requirements
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1. Store cleaning products and cleaning wastes in containers specifically designed for
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those materials.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14
3.1
INSTALLERS [NOT USED]
15
3.2
EXAMINATION [NOT USED]
16
3.3
PREPARATION [NOT USED]
17
3.4
APPLICATION [NOT USED]
18
3.5
REPAIR / RESTORATION [NOT USED]
19
3.6
RE -INSTALLATION [NOT USED]
20
3.7
FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21
3.8
SYSTEM STARTUP [NOT USED]
22
3.9
ADJUSTING [NOT USED]
23
3.10
CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of 4
1
6.
Handle materials in a controlled manner with as few handlings as possible.
2
7.
Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3
this project.
4
8.
Remove all signs of temporary construction and activities incidental to construction
5
of required permanent Work.
6
9.
If project is not cleaned to the satisfaction of the City, the City reserves the right to
7
have the cleaning completed at the expense of the Contractor.
8
10.
Do not burn on -site.
9
B. Intermediate Cleaning during Construction
10
1.
Keep Work areas clean so as not to hinder health, safety or convenience of
11
personnel in existing facility operations.
12
2.
At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13
3.
Confine construction debris daily in strategically located container(s):
14
a. Cover to prevent blowing by wind
15
b. Store debris away from construction or operational activities
16
c. Haul from site at a minimum of once per week
17
4.
Vacuum clean interior areas when ready to receive finish painting.
18
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
19
5.
Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20
may become airborne or transported by flowing water during the storm.
21
C. Exterior
(Site or Right of Way) Final Cleaning
22
1.
Remove trash and debris containers from site.
23
a. Re -seed areas disturbed by location of trash and debris containers in accordance
24
with Section 32 92 13.
25
2.
Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26
that may hinder or disrupt the flow of traffic along the roadway.
27
3.
Clean any interior areas including, but not limited to, vaults, manholes, structures,
28
junction boxes and inlets.
29
4.
If no longer required for maintenance of erosion facilities, and upon approval by
30
City, remove erosion control from site.
31
5.
Clean signs, lights, signals, etc.
32
3.11 CLOSEOUT
ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 0177 19
CLOSEOUT REQUIREMENTS
017719-1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 0178 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
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017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
1 SECTION 0178 23
2 OPERATION AND MAINTENANCE DATA
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 — General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 '/z inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
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01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
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01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
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01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
£ Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 — title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017839-1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
1 SECTION 0178 39
2 PROJECT RECORD DOCUMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 — General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION 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
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017839-2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
017839-3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City, until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum clearly mark any deviations from Contract Documents
11 associated with installation of the infrastructure.
12 4. Making entries on Drawings
13 a. Record any deviations from Contract Documents.
14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
15 change by graphic line and note as required.
16 c. Date all entries.
17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
18 e. In the event of overlapping changes, use different colors for the overlapping
19 changes.
20 5. Conversion of schematic layouts
21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
22 ducts, and similar items, are shown schematically and are not intended to
23 portray precise physical layout.
24 1) Final physical arrangement is determined by the Contractor, subject to the
25 City's approval.
26 2) However, design of future modifications of the facility may require
27 accurate information as to the final physical layout of items which are
28 shown only schematically on the Drawings.
29 b. Show on the job set of Record Drawings, by dimension accurate to within 1
30 inch, the centerline of each run of items.
31 1) Final physical arrangement is determined by the Contractor, subject to the
32 City's approval.
33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
34 ceiling plenum", "exposed", and the like).
35 3) Make all identification sufficiently descriptive that it may be related
36 reliably to the Specifications.
37 c. The City may waive the requirements for conversion of schematic layouts
38 where, in the City's judgment, conversion serves no useful purpose. However,
39 do not rely upon waivers being issued except as specifically issued in writing
40 by the City.
41 B. Final Project Record Documents
42 1. Transfer of data to Drawings
43 a. Carefully transfer change data shown on the job set of Record Drawings to the
44 corresponding final documents, coordinating the changes as required.
45 b. Clearly indicate at each affected detail and other Drawing a full description of
46 changes made during construction, and the actual location of items.
47 c. Call attention to each entry by drawing a "cloud" around the area or areas
48 affected.
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
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017839-4
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d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH Clifton Riverside Multifamily
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103898
Revised April 7, 2014
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
I 07/23/97
33 05 13
Urethane Hydrophilic Waterstop
Asahi Kogyo K.K.
Adeka Ultra -Seal P-201
ASTM 132240/13412/13792
I 04/26/00
33 05 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 35-0048-001
I 04/26/00
33 05 13
Profile Gasket for 4' Diam. MH.
Press -Seal Gasket Corp.
250-4G Gasket
ASTM C-443/C-361
SS MH
I 1126199
33 05 13
HOPE Manhole Adjustment Rings
Ladtech, Inc
HDPE Adjustment Ring
Traffic and Non -traffic area
I 5/13105
33 05 13
Manhole External Wrap
Canusa - CPS WrapidSeal
Manhole Encapsulation System
I
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
I
I 1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowthe
ASTM 3753
Non -traffic area
I 08/30/06
I
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
I
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
I33
05 13
IManhole Frames and Covers
I Westem Iron Works, Bass & Hays Foundry
1001
24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
"
3305 13
Manhole Frames and Covers
Westem Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley It. Works Inc.
A 24 AM
24" Dia.
I 08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
I 08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
I33
05 13
Manhole Frames and Covers
Sigma Corporation
MH-144N
I33
05 13
Manhole Frames and Covers
Sigma Corporation
MH-143N
I33
05 13
Manhole Frames and Covers
Pont-A-Moreson
GTS-STD
24" the.
I33
05 13
Manhole Frames and Covers
Neenah Casting
24" the.
I 10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
24" Dia.
I 7/25/03
3305 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
I 01/31/06
3305 13
30" Dia. MH Ring and Cover
East Jordan Iron Works
V1432-2 and V1483 Designs
AASFITO M306-04
30" Dia.
I 11/02/10
3305 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH165IFWN & MH16502
30" Dia
I 07/19/1 t
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
NIH32FTWSS-DC
30" Dia
I 08/10/11
3305 13
30" Dia. MH Ring and Cover
Accucast
220700 Heavy Duty with Gasket Ring
30" Dia
30" ERGO XL Assembly
10/14/13
3305 13
30" Dia. MH Ring and Cover (Hinged & Lockable)
East Jordan Iron Works
with Cam Lock/MPIC/T-Gasket
ASSFITO MI 05 & ASTM A536
30" Dia
I 06/01/17
3405 13
30" Dia. MH Rine and Cover (Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FTW, Composite, w/ Lock
09/16/19
33 05 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hing
30" Dia.
10/07/21
34 O 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water & Sewer - Manholes & Bases/Frames &
Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
*
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
Pamtight
24" Dia.
*
33 05 13
Manhole Frames and Covers
Neenah Casting
24" Dia.
*
3305 13
Manhole Frames and Covers
Western Iron Works,Bass & Hays Foundry
300-24P
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley Iron Works Inc.
WPA24AM
24" Dia.
03/08/00
3305 13
Manhole Frames and Covers
Accucast
RC-2100
ASTM A 48
24" Dia.
04/20/01
3305 13
Manhole Frames and Covers
(SIP)Serampore Industries Private Ltd.
300-24-23.75 Ring and Cover
ASTM A 48
24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete Tev 1/8/13)
*
33 39 10
Manhole, Precast Concrete
Hydro Condurt Corp
SPL Item -1
ASTM C 478
48"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. Inc.
ASTM C-443
48"
12/0S/23
33 39 10
IManhole, Precast Concrete
The Tumer Company
72" I.D. Manhole w/ 32" Cone
ASTM C 478
72"
OS/08/18
33 39 10
Manhole, Precast Concrete
The Turner Company
48", 60" I.D. Manhole w/ 32" Cone
ASTM C 478
48", 60"
I 10/27/06
33 39 10
Manhole, Precast Concrete
Oldeastle Precast Inc.
48" I.D. Manhole w/ 24" Cone
ASTM C 478
48" Diam w 24" Ring I
I 06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Concrete
US Composite Pipe
Reinforced Polymer Concrete
ASTM C-76
48" to 72" I
I 09/06/19
33 3920
Manhole, Precast Concrete
Forterra Pipe and Precast
60" & 72" I.D. Manhole w/32" Cone
ASTM C-76
60" & 72" I
I 10/07/21
32 39 20
Manhole, Precast Concrete
Forterra Pipe and Precast
48" I.D. Manhole w/32" Cone
ASTM C-77
48" I
I 10/07/21
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
Armon-k
48" & 60" I.D. Manhole w/32" Cone
48" & 60" I
I 10/07/21
33 3920
Manhole, Precast (Hybrid) Polymer & PVC
Predl Systems
48" & 60" I.D. Manhole w/32" Cone
48" & 60" Non Traffic Areas I
ASTM C-478; ASTM C-923;
-1/07/23
33 3920
Manhole, Precast Concrete
AmeriTex Pipe and Products, LLC
48" & 60" I.D. Manhole w/32" Cone
ASTM C-443
I 03/07/23
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
P3 Polymers, RockHardscp
48" & 60" I.D. Manhole w/32" Cone
I
I 04/28/07
Manhole, Precast (Reinforced Polymer) Concrete
Amiteeh USA
Meyer Polycrete Pipe
I
I
I
I Sewer -(WAC) Wastewater Access Chamber 33 39 40
I
I
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious
IE1-14
Manhole Rehab Systems
Ouadex
I 04/23/01
E1-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
Relmer MSP
E1-14
Manhole Rehab Systems
AP/M Permaform
I 4/20/01
E1-14
Manhole Rehab System
Strong Company
Strong Seal MS2A Rehab System
I 5/12/03
E1-14
Manhole Rehab System (Liner)
Triplex Lining System
MH repair product to stop infiltration ASTM D5813
I08/30/06
I
General Concrete Repair
FlexKrete Technologies
Vinyl Polyester Reparr Product Misc. Use
I
* From Original Standard Products List 1
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
(Approval
Spec No.
IClasssification I
Manufacturer
Water & Sewer
- Manholes & Bases/Rehab Svstems/NonCementitious
05/20/96
E1-14
Manhole Rehab Systems
Spravrog,
12/14/01
Coating for Corrosion protection(Exterior)
ERTECH
01/31/06
Coatings for Corrosion Protection
Chesterton
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
33 01 16, 33 39 10,
03/19/18
33 39 20
Coating for Corrosion protection(Exterior)
Sherwin Williams
Water & Sewer
- Manhole Inserts - Field Onerations Use Only (Rev 2/3/16)
*
33 05 13
Manhole Insert
Knutson Enterprises
*
3305 13
Manhole Insert
South Western Packaging
*
33 05 13
Manhole Insert
Nofiow-Inflow
09/23/96
3305 13
Manhole Insert
Southwestem Packing & Seals, Inc.
09/23/96
3305 13
Manhole Insert
Southwestern Packing & Seals, Inc.
Water & Sewer
- Pine Casine Spacers 33-05-24 (07/01/13)
11/04/02
Steel Band Casing Spacers
Advanced Products and Systems, Inc.
02/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
05/10/11
Stainless Steel Casing Spacer
Powerseal
03/19/18
Casing Spacers
BWM
03/19/18
Casing Spacers
BWM
03/29/22
3305 13
Casing Spacers
CCI Pipeline Systems
Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13)
Model No. National Spec
Spray Wall Polyurethane Coating ASTM D639/D790
Series 20230 and 2100 (Asphatic Emulsion)
Arc 791, S1BB, Sl, S2 Acid Resistance Test
S-301 and M-301
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
Made to Order -
Plastic ASTM D 1248
Made to Order -
Plastic ASTM D 1248
Made to Order -
Plastic ASTM D 1248
Lifesaver - Stainless Steel
TetherLok- Stainless
Steel
Carbon Steel Spacers, Model SI
Stainless Steel Spacer, Model SSI
Casing Spacers
Stainless Steel Casing Spacer
Coated Steel Casin Spacers
4810 Powerchock
SS-12 Casing Spacer(Stainless Steel)
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_rressme Pipe and Grouted Casing
CSC12, CSS12
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
08/24/18
33 11 10 Ductile It. Pipe
American Ductile Iron Pipe Co.
American Futile Pipe (Bell Spigot)
AW WA C150, C151
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
*
33 11 10 Ductile Iron Pipe
U.S. Pipe and Foundry Co.
AW WA C150, C151
*
33 11 10 Ductile Iron Pipe
McWane Cast Iron Pipe Co.
AW WA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13)
02/25/02
Epoxy Lining System
Sauereisen, Inc
SewerGard 21ORS
LA County #210-1.33
12/14/01
Epoxy Lining System
Enech Technical Coatings
Ertech 2030 and 2100 Series
04/14/05
Interior Ductile Iron Pipe Coating
Induron
Protean 401
ASTM B-117
01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, Sl, S2
Acid Resistance Test
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer - Coatin¢s/Polvurethane
Updated:12/29/2023
Size
Structures Only
Sewer Applications
Sealer Applications
For Exterior Coating of Concrete
Structures Only
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia
Up to 48"
Up to 48"
Up to 48"
3" fl m 24"
4" thm 30"
4" thm 30"
Ductile Iron Pipe Only
Sewer Applications
Sealer Applications
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve
A.R.I. USA, Inc.
D025LTP02(Composite Body)
2"
Sewer - Pines/Concrete
* E:- Conc. Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Hydro Conduit Corporation
Class III T&G, SPL Item #77
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Hanson Concrete Products
- - - -, -
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Concrete Pipe & Products Co. Inc.
ASTM C 76
Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13)
PIM System
PIM Corporation
Polyethylene
PIM CorP.. Piscata WaY, N.J.
Approved Previously
McConnell Systems
McLat Construction
Polyethylene
Houston, Texas
Approved Previously
TRS Systems
Trenchless Replacement System
Polyethylene
Calgary, Canada
Approved Previously
* From Original Standard Products List 2
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No. )Classsification
Manufacturer
Model No.
National Spec
Size
Sewer- PiDe/Fiber0ass Reinforced/33-31-13(1/8/13)
7/21/97
33 31 13
Cent. Cast Fiberglass (FRP)
Hobas Pipe USA, Inc.
Helios Pipe (Non -Pressure)
ASTM D3262/D3754
03/22/10
33 31 13
Fiberglass Pipe (FRP)
Ameron
Bondstrand RPMP Pipe
ASTM D3262/D3754
04/09/21
3331 13
Glass -Fiber Reinforced Polymer Pipe (FRP)
Thompson Pipe Group
Thompson Pipe (Flowtite)
ASTM D3262/D3754
03/07/23
3331 13
Fiberglass Pipe (FRP)
Future Pipe Industries
Fiberstrong FRP
ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45
Sewer - PiDe/Polvmer PIDe
4/14/05
Polymer Modified Concrete Pioe
Anech USA
MPolwrete Pipe
ASTM C33, A276, -17
8" to 102", Class V
06/09/10
EI-9
Reinforced Polvmer Concrete Pipe
UmS Composite Pipe
Reinforcedeyer Polymer Concrete Pioe
ASTM C-76
Sewer - PiDes/HDPE 33-31-23(1/8/13)
*
High -density polyethylene pipe
Phillips Driswpipe, Inc.
Ovticore Ductile Polyethylene Pipe
ASTM D 1248
8"
*
High -density polyethylene pipe
Plexco Inc.
ASTM D 1248
8"
*
High -density polyethylene pipe
Polly Pipe, Inc.
ASTMD 1248
8"
High -density Polyethylene pipe
CSR Hydro Conduit/Pioeline Systems
McConnell Pipe Enlargement
ASTM D 1248
Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11
33-11-13
DR -Id PVC Pressure Pipe
Pipelife Jetstream
PVC Pressure Pipe
AW WA C900
4" thru 12"
10/22/14
33-11-12
DR-14 PVC Pressure Pipe
Royal Building Products
Royal Seal PVC Pressure Pipe
AW WA C900
4" thru 12"
Sewer - PiDes/PVC* 33-31-20 (7/1/13),
*
33-31-20
PVC Sewer Pioe
1-M Manufacturing Co., Inc. (JM Eagle)
SDR-26 (PS115)
ASTM D 3034
4" - 15"
12/23/97*
33-31-20
PVC Sewer Pioe
Diamond Plastics Corporation
SDR-26 (PS115)
ASTM D 3034
4" thin 15"
*
33-31-20
PVC Sewer Pioe
Lamson Vylm Pipe
SDR-26 (PSI 15)
ASTM D 3034
4" thm 15"
12/05/23
33-31-20
PVC Sewer Pie
Vin (tech PVC Pie
SDR-26 PS115
ASTM D3034
4" thm 15"
12/05/23
33-31-20
PVC Sewer Pie
Vin ltech PVC Pie
Grovi Sewer PS 115
ASTM F 679
18"
*
33-31-20 PVC Sewer PiJje
J-M Manufacmrinv�Co, Inc (JM Eagle)
PS 115
ASTM F 679
18" - 28"
05/06/05
33-31-20 PVC Solid Wall Pipe
Diamond Plashes Corporation
PS 115
ASTM F-679
18" to 48"
04/27/06
33-31-20 PVC Sewer Fittings
Harco
SDR-26 (PS 115) Gasket Finings
ASTM D-3034, D-1784, etc
4" - 15"
*
33-31-20 PVC Sewer Fittings
Plastic Trends, Ine.(Westlak)
Gasketed PVC Sewer Main Fittings
ASTM D 3034
1 3/19/2018
33 3120 PVC Sewer Pipe
Pipelife Jet Stream
SDR 26 (PS 115)
ASTM F679
18"- 24"
1 3/19/2018
33 3120 PVC Sewer PTe
Pipelife Jet Stream
SDR 26
ASTM D3034
4"- 11"
1 3/29/2019
33 3120 Gasketed Fittings (PVC)
GPK Products, Inc.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
33 3120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26
ASTM D3034
4" - 15"
1 10/22/2020
33 3120 PVC Sewer Pipe
Sanderson Pipe Corp.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
333120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26 PS 115
ASTM F-679
18"-36"
Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131
*
Cured in Place Pioe
In in— Texark, Inc
ASTM F 1216
05/03/99
Cured in Place Pioe
National Envirotech Group
National Liner, (SPL) Item #27
ASF-1216/D-5813
05/29/96
Cured in Place Pipe
Remolds Inc/Inliner Technol" (Inliner USA)
Inlmer Technology
ASTM F 1216
Sewer - Piues/Rehab/Fold & Form
*
Fold and Form Pipe
Cullum Pipe Systems, hic.
11/03/98
Fold and Form Pipe
Insimform Technologies, Inc.
Insituform "NuPine"
ASTM F-1504
Fold and Form Pipe
American Pipe & Plastics, Inc.
Demo. Purpose Only
12/04/00
Fold and Form Pipe
Ultralner
Ultraliner PVC Alloy Pipelmer
ASTM F-1504, 1871, 1867
06/09/03
Fold and Form Pipe
Miller Pipeline Com.
EX Method
ASTM F-1504, F-1947
UP to 18" diameter
Sewer - PiDeS/ODen PCoelle Laree Diameter
09/26/91
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
Up -or ETI Company
11/10/10
(E100-2) Polypropylene (PP) Sewer Pipe, Double Wall
Advanced Drainage Systems (ADS)
SaniTite UP 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"
* From Original Standard Products List 3
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water - Aoour-enances
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" Pipe
08/28/02
Double Strap Saddle
Smith Blau
4317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double Strap Service Saddle
Mueller Company
DR2S Double (SS) Strap DI Saddle
AWWA C800
1"-2" SVC, up to 24" Pipe
03/07/23
33-12-10
Double Strap Service Saddle
Powerseal
3450AS, Incl. Corp. Stop, ON Strap, Stainless
NSF ANSI 372
1"-2" SVC, up to 24" Pipe
10/27/87
Curb Stops -Ball Meter Valves
McDonald
6100M,6100MT & 61 OMT
3/4" and 1"
10/27/87
Curb Stops -Ball Meter Valves
McDonald
4603B, 4604B, 6100M, 6100TM and 6101M
1'/:" and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
-2-7-L
AWWA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
1111018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, L22-66NL
AWWA C800
- ^'
FB600-4-NL, FB1600-4-NL, B11-444-WR-
1111.1.
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, B22444-WR-NL, L28-44NL
AWWA C800
I "
13-25000N, B-24277N-3, B-20200N-3, H-
AWWA C800, ANSF 61,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, , H-1552N, H142276N
ANSI/NSF 372
_
B-25000N, B-20200N-3, B-24277N-3,H-
AWWA C800, ANSF 61,
1111.1.
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, H-14276N, H-15525N
ANSI/NSF 372
1-1/3"
B-25000N, B-20200N-3,H-15000N, H-
AWWA C800, ANSF 61,
1111.1.
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15530N
ANSI/NSF 372
V
01/26/00
Coated Tapping Saddle with Double SS Straps
1CM Industries, Inc.
#406 Double Band SS Saddle
1"-2" Taps on up to 12"
0/5/21/12
33-12-25
Tapping Sleeve (Coated Steel)
1CM Industries, Inc.
412 Tapping Sleeve ESS
AWWA C-223
Up to 30" w/12" Out
03/29/22
33-12-25
Tapping Sleeve (Coated or Stainless Steel)
1CM Industries, Inc.
415 Tapping Sleeve
AWWA C-223
Concrete Pipe Only
05/10/11
Tapping Sleeve (Stainless Steel)
Powerseal
3490AS (Flange) & 3490MJ
4"-8" and 16"
02/29/12
33-12-25
Tapping Sleeve (Coated Steel)
Romac
FTS 420
AWWA C-223
up to 42" w/24" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST Stainless Steel
AWWA C-223
Up to 24" w/12" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST III Stainless Steel
AWWA C-223
Up to 30" w/12" Out
05/10/11
Joint Repair Clamp
Powerseal
3232 Bell Joint Repair Clamp
4" to 30"
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW39C-12-1EPAF FTW
08/30/06
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW65C-14-1EPAF FTW
Class "A"
Concrete Meter Box
Bass & Hays
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Hays
CMB-18-Dual 1416 LID-9
Concrete Meter Box
Bass & Hays
CMB65-B65 1527 LID-9
Water - Bolts.
Nuts. and Gaskets 33-11-05 (01/08/13).
Water - Combination Air Release 33-31-70 (01/08/13)
*
E1-11
Air Release Valve
GA Industries, Inc.
Empire Air and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
1" & 2"
*
E1-11
[rarbombination
inationAir Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
11" 1" & 2"
E1-11
ombination Air Release Valve
Valve and Primer Corp.
APCO 4143C, #145C and #147C
1", 2" & 3"
Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14)
10/01/87
E-1-12
Dry Barrel Fire Hydrant
American -Darling Valve
Drawing Nos. 90-18608, 94-18560
AWWA C-502
03/31/88
E-1-12
Dry Barrel Fire Hydrant
American Darling Valve
Shop Drawing No. 94-18791
AWWA C-502
09/30/87
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Shop Drawing No. D-19895
AWWA C-502
01/12/93
E-1-12
Dry Barrel Fire Hydrant
American AVK Company
Model 2700
AWWA C-502
08/24/88
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Drawings D20435, D20436, B20506
AWWA C-502
E-1-12
Dry Barrel Fire Hydrant
ITT Kennedy Valve
Shop Drawing No. D-80783FW
AWWA C-502
0.1.7
E-1-12
Dry Barrel Fire Hydrant
M&H Valve Company
Shop Drawing No. 13476
AWWA C-502
Shop Drawings No. 6461
l0/14/87
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Centurion
AWWA C-502
Shop Drawing FH-12
01/15/88
E1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Super Centurion 200
AWWA C-502
10/09/87
E-1-12
Dry Barrel Fire Hydrant
U.S. Pipe & Foundry
Shop Drawing No. 960250
AWWA C-502
09/16/87
E-1-12
Dry Barrel Fire Hydrant
American Flow Control (AFC)
Waterous Pacer WB67
AWWA C-502
08/12/16
33-12-40
Dry Barrel Fire Hydrant
EJ (East Jordan Iron Works)
WaterMaster 5CD250
Water - Meters
02/05/93
E101-5
Detector Check Meter
Ames Company
Model 1000 Detector Check Valve
AW WA C550
4" - 10"
08/05/04
Magnetic Drive Vertical Turbine
Hersey
Magnetic Drive Vertical
AWWA C701, Class 1
3/4" - 6"
* From Original Standard Products List 4
CITY OF FORT WORTH
FORT WORTH.
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:
12/29/2023
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13)
AWWA C900, AW WA C605,
12/05/23
33-I1-12
PVC Pressure Pie
Vin loch PVC Pipe
DR14
ASTM D1784
V-16"
AWWA C900, AWWA C605,
12/OS/23
33-11-12
PVC Pressure Pipe
Vinyltech PVC Pipe
DR18
ASTM D1784
16"-18"
3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR14
AWWA C900
4"-12"
1 3/19/2018
3311 12
PVC Pressure Pipe
Pipelife Jet Stream
DR18
AWWA C900
16"-24"
1 5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Comoration
DR 14
AWWA C900
4"-12"
5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 18
AWWA C900
16"-24"
AWWA C900-16
UL 1285
12/6/2018
3311 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 14
ANSI/NSF 61
4"-28"
FM 1612
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
" °
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR18
AWWA C900
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR14
AWWA C900
4%12"
9/6/2019
33 11 12
PVC Pressure Pipe
Sanderson Pipe Corp.
DR14
AWWA C900
4%12"
Water - PlDes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Fittings
AW WA C153 & C110
*
E1-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittin, @
AWWA C 110
*
E1-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Finings, SSB lass 350
AWWA C 153, C 110, C III
08/11/98
E1-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Finings, SSB Class 351
AWWA C 153, C 110, C 112
02/26/14
E1-07
MJ Fittings
Accucast
Class 350 C-153 MJ Finings
AWWA C153
4"-12"
05/14/98
E1-07
Ductile Iron Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36"
05/14/98
E1-24
PVC Joint Restraints
Ford Meter Box Co./Um-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" to 24"
11/09/04
E1-07
Ductile Iron Joint Restraints
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AWWA 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 - SLC10
AW WA C111/C153
4" to 10"
03/06/19
33-11-11
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA C111/C153
4" to 12"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCE
AW WA C111/C153
12" to 24"
08/10/98
E1-07
MJ Fittings(DIP)
Sigma, Co.
Sigma One-Lok SLDE
AWWA C153
4" - 24"
10/12/10
E1-24
Interim Restrained Joint Svstem
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12"
08/16/06
E1-07
Mechanical Joint Fittings
SIP Industries(Serampore)
Mechanical Joint Fittings
AWWA C153
4" to 24"
11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
PVC Stargnp Series 4000
ASTM A536 AW WA CI I I
11/07/16
33-11-I1
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stargrip Series 3000
ASTM A536 AW WA CI I I
EZ Grip Joint Restraint (EZD) Black For DIP
03/19/18
33-11-I1
Mechanical Joint Retaner Glands
SIP Industries(Serampore)
ASTM A536 AW WA CI I I
3"-48"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-11-I1
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DR14 PVC Pipe
ASTM A536 AW WA CI I I
4"-12"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-11-I1
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DR18 PVC Pipe
ASTM A536 AW WA CI I I
16"-24"
Water - Pines/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 Plow 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 Company
20" and smaller
*
E1-26
Resilient Seated Gate Valve
Kennedy
4" - 12"
*
E1-26
Resilient Seated Gate Valve
M&H
4" - 12"
*
E1-26
Resilient Seated Gate Valve
Mueller Co.
4" - 12"
11/08/99
Resilient Wedge Gate Valve
Mueller Co.
Series A2361 (SD 6647)
AWWA C515
16"
01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for 18"-24" (SD 6709)
AWWA C515
24" and smaller
05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36", C-515
AWWA C515
30" and 36"
01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48", C-515
AWWA C515
42" and 48"
01/28/88
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
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Valve (SD D-21652)
AWWA C515
24" and smaller
11/29/04
Resilient Wedge Gate Valve
Clow Valve Co.
Clow 30" & 36" C-515
AWWA C515
30" and 36" (Note 3)
11/30/12
ReaihentW Gate Valve
eGate
Clow Valve Co.
Clow Valve Model 2638
AWWA C515
24" to 48" ote 3)
05/08/91
E1-26
Resilient Seat Valve
Stockham Valves & Finings
AWWA C 509, ANSI 420 - stem,
4" -
*
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Met,,, a1250, requirements SPL #74
3" to 16"
10/26/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
IIIFlowMester Gate Valve & Boxes
08/24/18
Mateo Gate Valve
Matco-Norca
225 MR
AWWA/ANSI C115/An21.15
4" to 16"
* From Original Standard Products List 5
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No. [Classsification Manufacturer
Water - PiDes alves & Fittings/Rubber Seated Batter Valve 33-12-21 (07/10/14)
Model No.
National Spec
Size
*
y
E1-30 Rubber Seated Butterfly Valve Hei ry Pratt Co.
AW WA C-504
24"
*
E1-30 Rubber Seated Butterfly Valve Mueller Co.
AW WA C-504
24"and smaller
1/11/99
E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co.
AW WA C-504
24" and larger
06/12/03
E1-30 Valmatic American Butterfly Valve Valmanc Valve and Manufacturing Com.
Valmatic American Butterfly Valve.
AW WA C-504
Up to 84" diameter
04/06/07
E1-30 Rubber Seated Butterfly Valve M&H Valve
M&H Style 4500 & 1450
AW WA C-504
24" to 48"
03/19/18
33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson)
AW WA C504 Butterfly Valve
AW WA C-504
30"-54"
Water - Polvethvlene Encasement 33-11-10 (01/08/13)
05/12/05
E1-13 Polyethylene Encasment Fl—ol Packaging
Fulton Entemrises
AW WA C105
8 mil LLD
05/12/05
E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind.
Standard Hardware
AW WA C105
8 mil LLD
05/12/05
E1-13 Polyethylene Encasment AEP Industries
Bullstrong by Cowtown Bolt & Gasket
AW WA C105
8 mil LLD
09/06/19
33-11-11 Polyethylene Encasment Northtown Products Inc.
PE Encasement for DIP
AW WA C105
8 mil LLD
Water - SamDlinE Station
03/07/23
33 12 50 l Water Sampling Station Eclipse
Number 88 , 12-inch Depth of Bury
As shown in spec. 33 12 50
Water - Automatic Flusher
HG6-A-IN-2-BRN-LPRR(Portable)
1.110
Automated Flushing System Mueller Hydroguard
HG2-A-IN--2-PVC-018-LPLG(Perinanent)
04/09/21
Automated Flushing System Kupferle Foundry Company
Eclipse #9800we
04/09/21
Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical
Specifications for specific products, are included as part of the Construction Contract Documents, the regmrements of the Technical Specification w 11 override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's
Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water
Yellow Highlight indicates recent changes
* From Original Standard Products List
Fo RT WORTH,:, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF O1/29/2024
i�pproval
Spec No.
Concrete
Classification
Manutactmer
NIod'I No. National Spec
19/9/2022
03 30 00
Mix Design
American Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
19/9/2022
03 30 00
Mix Design
American Concrete Company
OIJAF382 1000 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
American Concrete Company
40CNF065 4000 psi Concrete for Manholes & Utility Structures
19/9/2022
03 30 00
Mix Design
American Concrete Company
45CAF076 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
DI OO00001737 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
DI OO00001791 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001793 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001103 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
DI OO00002107 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
DI OO00001273 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 3000
Mix Design
Argos
DI OO00001617 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 3000
Mix Design
Argos
DI OO00008381 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Argos
DI OO00009857 50 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Argos
DI OO00001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Argos
DIOO0001043S 3000 psi Concrete for Sidewalks, Curbs
19/9/2022
03 30 00
Mix Design
Argos
DIOO0001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
19/9/2022
03 30 00
Mix Design
Argos
DIOO0001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocki7
19/9/2022
03 30 00
Mix Desiigr
Argos
D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blockm
19/9/2022
03 30 00
Mix Design
Argos
D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, He walls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 1083 4000 psi Concrete for Valve Pads, inlets, Structures, Headwalls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001685 4000 psi Concrete for Valve Pads
19/9/2022
03 30 00
Mix Design
Argos
D10000005751 750 Psi Concrete Base for Trench Repair
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 1681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
19/9/2022
03 30 00
Mix Design
Big D Concrete
7SKGRT 3000 psi Concrete for Grouting
19/9/2022
03 30 00
Mix Design
Big D Concrete
14500AE 4500 psi Concrete for High Early Strength Paving
15/2/2023
32 13 13
Mix Design
Big D Concrete
CM14520AE 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
452065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
450065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Borneo Texas
45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures
19/9/2022
03 30 00
Mix Design
Borneo Texas
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
55U120AG 4000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Borneo Texas
30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Borneo Texas
30U1O1AG 3000 psi Concrete Mix for Flatwork
I9/9/2022
03 30 00
Mix Design
Barren Texas
30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters,
Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Burnco Texas
40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars
19/9/2022
03 30 00
Mix Design
Burnco Texas
36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Burnco Texas
08Y450BA 800 psi Concrete Mix for Base for Trench Repair
19/9/2022
03 30 00
Mix Design
Burnco Texas
OIY690BF 100 psi Concrete Mix for Flowable Fill
1 1/8/2024
03 30 00
Mix Design
Burnco Texas
36U502BG / 5.74 Sacks / 3,600 psi Concrete Mix for Lighting & Traffic Signal Foundations
14/1/2023
03 34 16
Mix Design
Burnco Texas
l OYH50BF 1000 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602021 4500 psi concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC552091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC359101 Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWFF237501 Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
19/9/2022
03 30 00
Mix Design
Cbarleys Concrete
4142 3600 psi Concrete for Curb Inlets, Junction Boxes
19/9/2022
03 30 00
Mix Design
Charleys Concrete
4518 4000 psi Concrete for Headwalls, Win Walls
Zed
19/9/2022
03 30 00
Mix Design
Charleys Concrete
5167 3600 psi Concrete Mix for Machine Paving
19/9/2022
03 30 00
Mix Design
Cbarleys Concrete
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charleys Concrete
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charleys Concrete
4502 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charleys Concrete
3759 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charleys Concrete
1502 150 psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charleys Concrete
1518 150 Psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charleys Concrete
5642 4000 psi Concrete for Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Charleys Concrete
6595 5000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Charleys Concrete
6589 4500 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Chisholm Trail Redi Mix
C 13020AE 3000 psi Concrete for Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
City Concrete Company
11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM
Fo RT WORTH,:, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Spec No.
STANDARD PRODUCTS LIST AS OF O1/29/2024
Clas,,ffic.tiori Manutaot.,
Model No. National Spec
i�pproval
Concrete (Cot tinned)
er
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA25II 3000 psi Concrete for Rip -Rap
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25H 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
City Concrete Company
50QG25H 3600 psi Slurry Displaced Drilled Shaft
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NA20II 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36JA001J 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
1 11/16/2022
03 30 00
Mix Design
City Concrete Company
CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1 5/5/2023
03 30 00
Mix Design
City Concrete Company
CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations
15/5/2023
03 30 00
Mix Design
City Concrete Company
CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
19/9/2022
03 3000
Mix Design
Cow Town Redi Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
03 3000
Mix Design
Cow Town Redi Mix
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
9 70 psi Flowable Fill - CLSM
19/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
9-5-2 70 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
230-8 750 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
330-58 750 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-1 3600 psi Concrete Mix for Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
264-N 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-NC 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-1NC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
375-NC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
267 4200 psi Concrete Mix for Manholes and Drainage Structures
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
257 3600 psi Concrete mix for Valley Gutters
1 11/14/2022
32 13 13
Mix Design
Cow Town Redi Mix
357-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
33 13 13
Mix Design
Cow Town Redi Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
34 13 13
Mix Design
Cow Town Redi Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
35 13 13
Mix Design
Cow Town Redi Mix
360-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 3000
Mix Design
Cow Town Redi Mix
255-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 3000
Mix Design
Cow Town Redi Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
357 3600 psi Concrete Mix for Valley Gutters
16/21/2023
03 30 00
Mix Design
Cow Town Redi Mix
360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation
1 1/18/2023
03 30 00
Mix Design
Cow Town Redi Mix
380-NC 4500 psi Concrete for HES Paving
1 1/29/2024
34 13 13
Mix Design
Estrada Ready Mix
4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi (off 3-day) Concrete for HES Paving
1 1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, and Manholes
1 1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Headwalls, Wingwalls, and Culverts
1 1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R4060AEWR / 6.00 Sacks / 4,000 psi Concrete for Bridge Slabs, Top Slabs, and Approach Slabs
1 1/29/2024
32 13 13
Mix Design
Estrada Ready Mix
R4560AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCHV5 4000 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4500 4500 psi Concrete Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2M1vVR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2M18VR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2M1,VR-056PS5D5 4000 psi Concrete Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Des lip
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Rams
I4/7/2023
03 30 00
mix Design
Ingram Concrete & Aggregates
1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting an Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
FORT WORTH,:,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 01/29/2024
Classification Manut-fto
Modd No. National Spec
I
Concrete(Continued)
e,
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5177 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1261 3000 psi Concrete Mix for Sidewalks
19/9/2022
4 30 00
Mix Design
Holcim - SOR, Inc.
2125 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box
19/9/2022
03 30 00
Mix Design
Holcim - SOR, hic.
5409 4000 psi Concrete Mix for Sidewalks, Inlets
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5507 4500 psi Concrete Mix for Hand Placed Paving
112/15/2022
3 30 00
Mix Design
Holcim - SOP, Inc.
3741 100 psi concrete for flowable flWCSLM
19/9/2022
04 30 00
Mix Design
Holcim - SOR, Inc.
5017 200 psi Concrete for Base Material for Trench Repair
19/9/2022
03 3000
Mix Design
Holcim - SOR, Inc.
9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 3000
Mix Design
Holcim - SOR, Inc.
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
1 12/5/2022
4 30 00
Mix Design
Holcim - SOR, Inc.
1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1551 3000 psi Concrete Mix for Blocking
14/7/2023
03 30 00
Mix Design
Liquid Stone
C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
14/27/2023
03 30 00
Mix Design
Lipoid Stone
C361DNFA 3,600 Qsi Concrete for Retainin%p��wall, driveway, junction box apron, arroach
I4/7/2023
03 30 00
Mix Design
Lipoid Stone
C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
11/24/2023
03 30 00
Mix Design
Liquid Stone
C451DHR-A 450Isi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2132214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131314 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136014 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Rams
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141024 4,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136224 3,600 psi Concrete for Curb Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
FLOW25A 50 psi Concrete for Flowable Fill/CLSM
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
111/2/2022
32 13 13
Mix Design
Martin Marietta
Q214IN27 4,000 psi Concrete for Machine Placed paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
Q2141 K30 4,000 psi Concrete for Machine Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
33 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
34 13 13
Mix Design
Martin Marietta
R2146P36 4,500 psi Concrete for Hand Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
1 11 /2/2022
32 13 13
Mix Design
Martin Marietta
R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls
1 11 /2/2022
32 13 13
Mix Design
Martin Marietta
R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141N24 4,000 psi Concrete for Sidewalks and Rams
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146042 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146242 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146236 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2147241 4,500 psi Concrete for Hand Placed Paving
14/1/2023
32 13 20
Mix Design
Martin Marietta
R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks
14/1/2023
03 30 00
Mix Design
Martin Marietta
R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck
14/1/2023
03 30 00
Mix Design
Martin Marietta
R2146033 4,000 psi Concrete for Riprap
14/7/2023
32 1320
Mix Design
Martin Marietta
R2136K14 3,000 psi concrete for sidewalks and ramps
14/7/2023
32 13 13
Mix Design
Martin Marietta
R2161K70 6,000 psi (3,000 psi na, 24 his.) for HES Paving
14/1/2023
03 30 00
Mix Design
Martin Marietta
310LBP 3,600 psi Concrete for Retaining�Walls
1 5/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K37/6.22 sack / 4,500 psi Concrete or Hand Placed Paving
14/1/2023
03 30 00
Mix Design
Martin Marietta
R2141030 4,000 psi Concrete for Ripmp
Fo RT WORTH,:, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF O1/29/2024
Clas,,ifir.tiori Manufactmer
NIod'I No. National Spec
Concrete(Continued)
15/3/2023
03 30 00
Mix Design
Martin Marietta
M7842344 4,000 psi Concrete for Bridge Deck
16/1/2023
32 1320
Mix Design
Martin Marietta
R2136R20 3,000 psi Concrete for Sidewalks and Ramps
16/1/2023
32 1320
Mix Design
Martin Marietta
R2136N20 3,000 psi Concrete for Sidewalks and Ramps
1 6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations
1 6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations
18/4/2023
03 30 00
Mix Design
Martin Marietta
U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases.
18/4/2023
03 30 00
Mix Design
Martin Marietta
R21361114 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps
18/4/2023
32 13 20
Mix Design
Martin Marietta
R21411124 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps.
18/4/2023
03 30 00
Mix Design
Martin Marietta
R21461135 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls
18/4/2023
32 13 13
Mix Design
Martin Marietta
R21461136 / 6.17 / 4,500 psi Concrete for Hand Placed Paving
1 8/30/2023
03 30 00
Mix Design
Martin Marietta
R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls
18/4/2023
32 13 13
Mix Design
Martin Marietta
Q214IR27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving
1 11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes
1 11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes.
1 12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
1 12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
19/9/2022
32 13 20
Mix Design
NCS Redi Mix
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks
19/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-YY 3000 psi Concrete Mix for Curb Inlets
19/9/2022
03 30 00
Mix Design
NBR Read, Mix
TX C-NY 3000 psi Concrete Mix for Curb Inlets
1 9/12/2023
03 30 00
Mix Design
NBR Ready Mix
CLS P 1-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts
110/4/2023
03 30 00
Mix Design
N13R Ready Mix
CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
110/4/2023
03 30 00
Mix Design
N13R Ready Mix
CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
110/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
110/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
110/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving
110/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-NY / 6.50 Sacks / 4,500 psi Conerte for Hand Placed Paving
110/4/2023
0334 13
Mix Design
NBR Ready Mix
FTW FLOW FILL / 150 psi concrete for Flowable
17/10/2023
03 30 00
Mix Desing
Osborn
30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks
17/10/2023
32 13 13
Mix Design
Osborn
45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving
1 1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6320AHP 4500 psi Concrete for Hand Placed Paving
1 1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
1 1 / I8/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 psi Concrete for Blocking
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
DCA2E554 3000 psi Concrete Mix for Rip Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
VOJ11524 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 34 13
Mix Design
Redi-Mix
FOCIO021 215 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OJI 1504 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Redi-Mix
IOU 1504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes
19/9/2022
03 30 00
Mix Design
Redi-Mix
IOU 1524 / 6.00 Sacks / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
19/9/2022
03 3000
Mix Design
Redi-Mix
IRJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads
19/29/2022
03 3000
Mix Design
Redi-Mix
1 OL21524 4000 psi Concrete Mix for Manholes
19/9/2022
03 3000
Mix Design
Redi-Mix
15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OL115E4 3600 psi Concrete Mix for Bridge substructures
19/9/2022
03 30 00
Mix Design
Redi-Mix
156115D4 4000 psi Bridge Slabs
19/9/2022
0334 13
Mix Design
Redi-Mix
F35238VN 100 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Redi-Mix
FOD138VM 100 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Redi-Mix
1 OJI 1554 3000 psi Concrete Mix for Rip -Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
POG138K9 1000 psi Concrete Mix for Trench Repair Base Material
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OK11524 3600 psi Concrete Mix for Encasement
19/9/2022
03 30 00
Mix Design
Redi-Mix
1ON11507 4500 psi (2600 psi @ 24 his.) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 ON11504 5000 psi (3600 psi (il 2 days) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
50K11524 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM11524 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM11504 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
145CD51`4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
1 11/2/2022
03 30 00
Mix Design
Redi-Mix
145P25P4 4500 psi Concrete for Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
156115C4 4000 psi Concrete for CIP Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall
15/15/2023
03 3000
Mix Design
Redi-Mix
80LI15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
15/15/2023
03 30 00
Mix Design
Redi-Mix
1ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts
19/9/2022
0334 13
Mix Design
SRM Concrete
30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter
19/9/2022
0334 13
Mix Design
SRM Concrete
40050 4,000 psi Concrete for Headwalls, Retaininpf Wall, Collars
19/9/2022
03 30 00
Mix Design
SRM Concrete
35023 3,600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40068 3,600 psi Concrete for Machine Placed Paving
FORT WORTH,:,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF O1/29/2024
Classification Manutactuo
Nlodd No. National Spec
I
Concrete(Continued)
er
19/9/2022
03 30 00
Mix Design
SRM Concrete
45300 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
45000 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
35022 3,600 psi Concrete for Junction Box, Retaining Walls
19/9/2022
03 30 00
Mix Design
SRM Concrete
30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp
12/10/2023
03 30 00
Mix Design
SRM Concrete
50310 5,000 psi Concrete for HES Paving
1 1/13/2023
32 13 13
Mix Design
SRM Concrete
45023 4,500 psi Concrete for Hand Placed Paving
15/5/2023
03 30 00
Mix Design
SRM Concrete
D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW60AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5520AW 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5320A 3000 psi Concrete Mix for Blocking
19/9/2022
0334 13
Mix Design
Tarrant Concrete
FWFF150CLSM 50-150 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Desiigi
Tarrant Concrete
FWFF275 50-150 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Desripi
Tarrant Concrete
FW6020A2 4000 psi Concrete Mix for Storm Drain Structures
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6025A2 4000 psi Concrete for Manholes
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW5020A 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
3020AE 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
CP5020A 3000 psi Concrete Mix for Curb and Gutter
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
TRC4520 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
270.230 5000 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Designs
True Grit Redi Mix
0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2302 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0255.2301 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
1 11/30/2023
32 13 13
Mix Design
Wildcatter Redi-Mix
3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving
1 11/20/2023
32 13 13
Mix Design
Wildcatter Redi-Mix
4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving
1 11/20/2023
03 30 00
Mix Design
Wildcatter Redi-Mix
3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets
1 11/30/2023
03 30 00
Mix Design
Wildcatter Redi-Mix
4020AI / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets
19/9/2022
03 3000
Mix Design
Wise Redi Mix
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
Asphalt Pavi9
i
19/9/2022
32 12 16
Mix Design
Austin Asphalt
FT5D137965 PG64-22 Tvpe D Fine Surface
19/9/2022
3212 16
Mix Design
Austin Asphalt
DA51)135965 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
Austin Asphalt
FT513117965 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Austin Asphalt
FTlB139965 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Austin Asphalt
FT 1B 117.2 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1901D PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Designs
Reynolds Asphalt
1612B PG64-22 Type B Fine Base
1 11/20/2023
32 12 16
Mix Design
Reynolds Asphalt
2101D PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
Surmount Paving
341DV6422 PG64-22 Type D Fine Surface
1 11/26/2022
32 12 16
Mix Design
Surmount Paving
340DV6422 PG64-22 Type D Fine Surface
1 12/5/2022
33 1216
Mix Design
Surmount Paving
3076BV6422 PG62-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Sunmount Paving
341-BRAP6422ERG PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
37-211305-20 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
44-211305-17 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
211305 (1757) PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
222475 (1857) PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
29-222475-19 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
1-222475-20 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
64-224125-18 PG70-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fine Surface
oRT WORTH,:, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/29/2024
Approval Spec No. Classification Manufactmer Model No. Nad A Spec
1 Detectable Warni Surface
19/9/2022 32 13 20 D V - Pavers Pine Hall Brick ( Winston Salem, NC) Tactile Pavers
19/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers
19/9/2022
32 1320
DWS - Composite
Engineered Plastics, Inc. (Williamsville, I Armor Tile
19/9/2022
32 1320
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
14/7/2023
32 13 20
DWS - Pavers
ADA Solutions (Wihnington, MA)
Detectable Warning Pavers
Silicone Joint
Sealant
�9/9/2022
132 1373
Joint Sealant
Dow
890SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
�9/9/2022
32 1373
Joint Sealant
Trenton
900SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
19/9/2022
132 1373
Joint Sealant
Pecom
300SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
19/9/2022
132 1373
Joint Sealant
Crafco
RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
Utili{� Trench Embedment Sand
19/9/2022
33 OS 10
Embedment Sand
Silver Creek Materials
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
F and L Dot Movers
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
Tin Top Martin Marietta
Utility Embedment Sand
ASTM C33
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13
19/28/2018
3305 13
Manhole Frames and Covers
AccuCast (Govind Steel Company, LTD)
MHRC #220605 (Size - **24" Dia.)
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Cover
Neenah Foundry
NF-1274-T91 (Size - 32" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
NF-1743-LM (Hinged) (Size - 32" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frame
Neenah Foundry
NF-1930-30 (Size - 32.25" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1743-HV (Size - 32" Dial
ASTM A48 AASHTO M306
14/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2279ST (Size - 24" Dial
ASTM A48 AASHTO M306
14/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2280ST (Size - 32" Dial
ASTM A48 AASHTO M306
110/8/2020
3305 13
Manhole Frames and Covers
EJ ( Formall� East Jordan Iron Works)
EJ1033 Z2/A (Size - 32.25" Dia.)
ASTM A536 AASHTO M306
—Note: All new development
and new installation manhole lids star meet the minrmum 30-inch opening requirement m specifies in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and
covers.
FORT WORTH,:,
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 01/29/2024
Clas,,ifir.tion Nlanutactmer
NIod'I No.
National Spec
Storm Sewer - Inlet & Structures 33-05-13
110/8/2020
33 49 20
Curb Inlets
Fortetn'a
FRT-lOx3-405-PRECAST** (Size - 10' X 31
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Forterrra
FRT-100-406-PRECAST** (Size - 10' X 3�
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Forterrra
FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.5�
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Forterrra
FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5�
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-4X4-409-PRECAST-TOP (Size - 4' X 4�
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-4X4-409-PRECAST-BASE (Size - 4' X 4�
ASTM C913
1 10/8/2020
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-TOP (Size - 5' X 51
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-BASE (Size - 5' X 5)
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-6X6-411-PRECAST-TOP (Size - 6' X 61
ASTM C913
1 10/8/2020
33 39 20
Manhole
Forterrra
FRT-6X6-411-PRECAST-BASE (Size - 6' X 6)
ASTM C913
13/19/2021
33 49 20
Curb Inlets
Thompson P!oe Group
TPG-lOX3-405-PRECAST INLET** (Size - 10' X 3)
ASTM 615
13/19/2021
33 49 20
Curb Inlets
Thompson PTe Group
TPG-15X3-405-PRECAST INLET** (Size - 15' X 3)
ASTM 615
13/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-20X3-405-PRECAST INLET** (Size - 20' X 7)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-409-PRECAST TOP (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Ppe Group
TPG-4X4-409-PRECAST BASE (Size - 4' X 4�
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Ppe Group
TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Ppe Group
TPG-5X5-410-PRECAST TOP (Size - 5' X 51
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Ppe Group
TPG-5X5-410-PRECAST BASE (Size - 5' X 5�
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5�
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST TOP (Size - 6' X 6)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST BASE (Size - 6' X 61
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6�
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST TOP (Size - TX 7)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST BASE (Size - TX 7�
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-412-PRECAST 4-FT RISER (Size - TX 7�
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST TOP (Size - 8' X 8�
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST BASE (Size - 8' X 81
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8l
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-4X4-408-PRECAST INLET (Size - 4' X 41
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-5X5-408-PRECAST INLET (Size - 5' X 5)
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-6X6-408-PRECAST INLET (Size - 6' X 6)
ASTM 615
18/28/2023
33 49 10
Manhole
Oldcastle
Precast 4' x 4' Stacked Manhole (Size - 4' X 41
ASTM C478
18/29/2023
3349 10
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box (Size - 5' X 8)
ASTM C478
18/28/2023
33 49 10
Manhole
Oldcastle
Precast 4' x 4' Storm Junction Box (Size - 4' X 4)
ASTM C478
18/28/2023
33 49 10
Manhole
Oldcastle
Precast 5' x 5' Storm Junction Box (Size - 5' X 5l
ASTM C478
18/28/2023
33 49 10
Manhole
Oldcastle
Precast 6' x 6' Storm Junction Box (Size - 6' X 6�
ASTM C478
18/28/2023
33 49 10
Manhole
Oldcastle
Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast Tx 8' Storm Junction Box Base (Size - 5' X 8')
ASTM C478
18/28/2023
3349 10
Manhole
Rinker Materials
Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4)
ASTM C433
18/28/2023
33 3920
Curb Inlet 10 'x 3' Riser
Thompson P?e Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
18/28/2023
33 3920
Curb Inlet 15 'x T Riser
Thompson P?e Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
18/28/2023
33 3920
Curb Inlet 20' x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
11/12/2024
33 49 20
Drop Inlet
AmeriTex Pipe &Products
Drop Inlee (4' X 4�
ASTM C913
11/12/2024
33 49 20
Drop Inlet
AmeriTex Pipe &Products
Drop Inlee (5' X 5�
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 4'x4' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 5'x5' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
5' Precast Tansition MH (4' MH on the top of 5' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 6'x6' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
6' Precast Tansition MH (4' MH on the top of 6' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 8'x8' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
8' Precast Tansition MH (4' MH on the top of 8' JB)
ASTM C913
11/19/2024
33 49 20
Manhole
AmmTex Pipe &Products
Tvpe C Storm Drain Manhole on Box (4' MH on the top c f RCB)
ASTM C913
**Note: Pre -cast inlets are appoved
for the stage I portion ofthe structure (basin) only. Stage!! portion of the structure are required to be cast in -place. No exceptions to this requirement shall be allowed
Storm Sewer - Pipes & Boxes 33-05-13
1 4/9/2021
3341 13
Storm Drain Pipes
Advanced Drainage Systems, Inc. (ADS)
ADS HP Storm Polvpropvlene (PP) Pipe (Size - 12" - 60")
ASTM F2881 & AASHTO M330
18/28/2023
33 49 10
Storm Drain Pipes
Rinker Materials
Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)
ASTM C76, C655
18/28/2023
33 49 10
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert (Sze - Various)
ASTM C789, C850
1 10/12/2023
3341 10
Storm Drain Pipes
AmeriTex Pipe &Products
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)
ASTM C76, C506
1 10/12/2023
3441 10
Culvert Box
AmeriTex Pipe &Products
Reinforced Concrete Box Culvert (size - Various))
ASTM C1433,C1577
1 10/18/2023
3541 10
Storm Drain Pipes
The Turner Co.
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)
ASTM C76, C506
1 10/18/2023
3641 10
Culvert Box
The Turner Co.
Reinforced Concrete Box Culvert (size - Various)
ASTM C1433,C1577