HomeMy WebLinkAboutContract 57209-PM1THIS DOCUMENT ISRELEASED FOR"REVIEW PURPOSES"UNDER THEAUTHORIZATION OFADAM S. REEVES,P.E. #98410 MARCH 8, 2022.IT IS NOT FORCONSTRUCTION ORPERMIT PURPOSES.3/8/223/1/22CSC No. 57209-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 8
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH Liberty Ti•ails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised Marcl� 20, 2020
ilivicinn (1(1- (�'eneral (".nnditions Last Revlsed
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 8
Technical Specifications which have been modified by the Engineer speci�cally for this
Project; hard copies are included in the Project's Contract Documents
Division 02 - Existin Conditions
02 41 13 Selective Site Demolition
02 41 14 Utili Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low St�•en th Material CLSM
03 34 16 Concrete Base Material for Trench Re air
03 80 00 Modifications to Existing Concrete Structures
Division 26 - Electrical
26 OS 00 Common Work Results for Electrical
26 OS 10 Demolition for Electrical S stems
26 OS 33 Racewa s and Boxes for Eiect�ical S stems
26 OS 43 Underground Ducts and Raceways for Elect�•ical
Date
Modi�ed
None
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CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Cit�� Project No.: 103357
Revised March 20, 2020
Tl;.,;�;n�, Z1 _ Ti orthwnrir
Division 33 - Utilities
33 O1 30 Sewer and Manhole Testin
33 O1 31 Closed Circuit Television CCTV Ins ection
33 03 10 B ass Pum in of Existin Sewer S stems
33 04 10 Joint Bondin and Electrical Isolation
33 04 11 Coi�rosion Control Test Stations
33 04 12 Ma nesium Anode Cathodic Protection S stem
33 04 30 Tem orar Water Services
33 04 40 Cleanin and Acce tance Testin of Water Mains
33 04 50 Cleanin of Sewer Mains
33 OS 10 Utili Trench Excavation, Embedment, and Backfill
33 OS 12 Water Line Lowerin
33 OS 13 Frame, Cover and Grade Rin s- Cast Iron
33 OS 13.10 Frame, Cover and Grade Rin s- Com osite
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade
33 OS 16 Concrete Water Vaults
33 OS 17 Concrete Collars
33 OS 20 Au er Borin
33 OS 21 Tunnel Liner Plate
33 OS 22 Steel Casin Pi e
33 OS 23 Hand Tunnelin
33 OS 24 Installation of Carrier Pi e in Casin or Tunnel Liner Plate
33 OS 26 Utili MarkerslLocators
33 OS 30 Location of Existin Utilities
33 11 OS Bolts, Nuts, and Gaskets
33 11 10 Ductile Iron Pi e
33 11 11 Ductile Ir•on Fittin s
33 11 12 Pol in 1 Chloride PVC Pressure Pi e
33 11 13 Concrete Pressure Pi e, Bar-Wra ed, Steel C linder T e
33 11 14 Buried Steel Pi e and Fittin s
33 ll 15 Pre-Stressed Concrete C linder Pi e
33 12 10 Water Services 1-inch to 2-inch
33 12 ll Lar e Water Meters
33 12 20 Resilient Seated Gate Valve
33 12 21 AWWA Rubber-Seated Butterfl Valves
33 12 25 Connection to Existin Water Mains
33 12 30 Combination Air Valve Assemblies for Potable Water S stems
33 12 40 Fire H drants
33 12 50 Water Sam le Stations
33 12 60 Standard Blow-off Valve Assembl
33 31 12 Cured in Place Pi e CIPP
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitaty Sewers
None
None
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None
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None
None
None
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CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS Cit�� Project No.: 103357
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 8
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 8
CITY OF FORT WORTH Libert�� Ti•ails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMGNTS — DEVELOPER AWARDED PROJECTS Cit}� Project Na.: 103357
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
Technical Speci�cations listed below ai•e included for this Project by reference and ca�i be
viewed/downloaded from the City's website at:
http • //fortworthtexas.gov/tpw/contractors/
OI'
https•//aups fortworthtexas.gov/ProiectResources/
Division 02 - Existin Conditio�is
02 41 13 Selective Site Demolition
n��
n�� n., ,. n o „i
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Stren th Material
03 34 16 Concrete Base Material for Trench
�9 ra a•� ..*:.,..,, ,„ ��,�,;.,,. �„ •o�
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Last Revised
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12/20/2012
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CITY OF FORT WORTH Libert}� Ti•uils Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised March 20, 2020
Tlivicimi il - F,arthwnYlz
Division 33 - Utilities
33 O1 30 Sewer and Manhole Testin
33 O1 31 Closed Circuit Television CCT
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33 04 40 Cleanin and Acce tance Testir
33 04 50 Cleanin of Sewer Mains
33 OS 10 Utili Trench Excavation, Emb
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33 12 25
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33 12 40
33 12 50
of Water Mains
and Bacicfill
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Ductile Iron Pipe
Ductile Iron Fittings
Polwinvi Chloride (PVCi Pressure
••- - - . . . el
Resilient Seated Gate Valve
Connection to
,
Fire Hydrants
Water Sample
istin� Water Mains
Stations
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03/03/2016
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CITY OF FORT WORTH Liberty Tr•ails Pltase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised Marci� 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 6 of 8
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 7 of 8
CITY OF FORT WORTH Libert�� Ti•ails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 8 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
INVITATION TO BIDDERS
FOR LIBERTY TRAILS, PHASE 4- WATER, SEWER, AND DRAINAGE
IMPROVEMENTS
RECEIPT OF BIDS
Sealed bids addressed to the Board of Directois of the Brookiield Water Conh�ol and
Improvement District (WCID) of Denton County, will be received at the office of the engineer
for the District, Pape-Dawson Engineers, Inc., 6500 West Freeway, Suite 700, Fort Worth, TX,
76116 for the construction of the Liberty Trails, Phase 4- Water, Sewer, and Drainage
Improvements, until 2:00 PM., Local Time, Thursday, November 11, 2021 and then publicly
opened and read for "Liberty Trails, Phase 4- Water, Sewer, and Drainage Improvements,
Denton County, Texas"
GENERAL DESCRIPTION OF WORK
The major work will consist of the following:
Water Improvements: Approximately 6,040 LF of 8" PVC water line, 8" gate valves, fire
hydrants, water seivices to 135 lots and related work;
Sanitary Sewer Improvements: Approximately 3,985 LF of 8" PVC sewer line, 1,490 LF of 10"
PVC sewer line, 4" sanitary sewer services to 135 lots, 4' manholes, trench water stops, and
related work;
Drainage Improvements: 21" - 60" RCP and MBC storm drain systems, curb inlets, headwalls,
safety end treatments, junction boxes, stone rip-rap.
The above improvements are a part of the "Plans for the Construction of Water, Sewer, Paving,
Drainage, and Street Light Improvements to serve Liberty Trails, Phase 4" as prepared by Pape-
Dawson Engineers.
Bids received after the closing time will be returned unopened. Each Bid must be accompanied
by a bid bond or a certified or cashier's check, acceptable to the District, in an amount not less
than five percent (5%) of the total amount bid, as a guarantee that the successful bidder will enter
into the Contract and execute the Bonds on the forms provided and provide the required
insurance certificates within seven (7) days after the date the Contractor is notified.
QUALIFICATIONS OF BIDDERS
1. Summary. All contractors are required to be prequalified by the City prior to bid
opening. To be eligible to bid the contractor must submit the Prequalification Statement included
herein, Prequalification Statement for the worlc type(s) listed with their Bid. Any contractor or
subcontractor who is not prequalified for the work type(s) listed must submit a Bidder
Prequalification Application in accordance with the requirements below.
4
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Book.doc
The prequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. The information must be submitted seven (7) days prior to
the date of the opening of bids. For example, a contractor wishing to submit bids on projects to
be opened on the 7th of April must file the information by the 31 st day of March in order to bid
on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification
Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Statement
(3) Statement of Cash Flows
(4) Statement of Retained Earnings
(5) Notes to the Financial Statements, if any
b. A certiiied copy of the firm's organizational documents (Corporate Charter,
Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The firm's Texas Taxpayer ldentification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer
Identification number visit the Texas Comptroller of Public Accounts
online at the following web address www.window.state.�.us/taxpei�rnit/
and iill out the application to apply for your Texas tax ID.
(2) The firm's e-mail address and fax number.
(3) The firm's DUNS number as issued by Dun & Bradstreet. This number is
used by the District for required reporting on Federal Aid projects. The
DUNS number may be obtained at www.dnb.com.
d. Resumes reflecting the construction experience of the principles of the firm for
firms submitting their initial prequalification. These resumes should include the
size and scope of the work performed.
e. Other information as requested by the City.
2. Prequalification Requirements
a. Financial Statements. Financial statement submission must be provided in
accordance with the following:
(1) The City requires that the original Financial Statement or a certified copy
be submitted for consideration.
(2) To be satisfactory, the financial statements must be audited or reviewed by
an independent, certified public accounting firm registered and in good
standing in any state. Current Texas statues also require that accounting
firms performing audits or reviews on business entities within the State of
Texas be properly licensed or registered with the Texas State Board of
Public Accountancy.
(3) The accounting firm should state in the audit report or review whether the
cont�•actor is an individual, corporation, or limited liability company.
(4) Financial Statements must be presented in U,S. dollars at the current rate
of exchange of the Balance Sheet date.
5
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Book.doc
(5) The City will not recognize any certified public accountant as independent
who is not, in fact, independent.
(6) The accountant's opinion on the financial statements of the contracting
company should state that the audit or review has been conducted in
accordance with auditing standards generally accepted in the United States
of America. This must be stated in the accounting iirm's opinion. It
should: (1) express an unqualified opinion, or (2) express a qualified
opinion on the statements taken as a whole.
(7) The City reserves the right to require a new statement at any time.
(8) The iinancial statement must be prepared as of the last day of any month,
not more than one-year-old and must be on file with the City 16 months
thereafter, in accordance with Paragraph 1.
(9) The City will determine a contractor's bidding capacity for the purposes of
awarding contracts. Bidding capacity is determined by multiplying the
positive net working capital (working capital = current assets — cun•ent
liabilities) by a factor of 10. Only those statements reflecting a positive net
working capital position will be considered satisfactory for
prequalification purposes.
(10) In the case that a bidding date falls within the time a new financial
statement is being prepared, the previous statement shall be updated with
proper verification.
b. Bidder• Prequalification Application. A Bidder Prequalification Application must
be submitted along with audited or reviewed financial statements by firms
wishing to be eligible to bid on all classes of construction and maintenance
projects. Incomplete Applications will be rejected.
(1) In those schedules where there is nothing to report, the notation of "None"
or "NIA" should be inserted.
(2) A minimum of five (5) references of related work must be provided.
(3) Submission of an equipment schedule which indicates equipment under
the control of the Contractor, and which is related to the type of worlc for
which the Contactor is seeking prequalification. The schedule must
include the manufacturer, model and general common description of each
piece of equipment. Abbreviations or means of describing equipment other
than provided above will not be accepted.
3. Eligibility to Bid
a. The City shall be the sole judge as to a contractor's prequalification.
b. The City may reject, suspend, or modify any prequalification for failure by the
contractor to demonst�•ate acceptable financial abiliry or performance.
c. The City will issue a letter as to the status of the prequalification approval.
d. If a contractor has a valid prequalification letter, the contractor will be eligible to
bid the prequalified worlc types until the expiration date stated in the letter.
6
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Book.doc
DOCUMENT EXAMINATION AND PROCUREMENTS
Copies of the documents may be obtained and downloaded electronically at no charge by
contacting a representative of the District Engineer: Adam Reeves, P.E.,
areeves@pape-dawson.com.
DEVELOPER/DISTRICT'S RIGHT TO ACCEPT OR REJECT BIDS
Developer and Broolcfield WCID of Denton County reseives the right to waive irregularities and
to accept or reject bids.
FUNDING
Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from
revenues generated from Developer funds and District Bonds and dedicated by the District to the
worlc under this INVITATION TO BIDDERS.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Adam S. Reeves, P.E., Pape-Dawson Engineers, Inc.
Email: areeves@pape-dawson.com
Phone: (817) 870-3668
ADVERTISEMENT DATES
Flower Mound Leader — August 29, 2021, September 5, 2021
8
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Book.doc
004511-1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
SECTION 00 45 11
BIDDERS PREQUALIFICATIONS
l. Summary. All contractors are required to be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requirements below.
The prequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. The infor�rnation must be submitted seven (7) days prior
to the date of the opening of bids. For example, a cont�actor wishing to submit bids on
projects to be opened on the 7th of April must file the information by the 31 st day of March
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
Prequalification Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Statement
(3) Statement of Cash Flows
(4) Statelnent of Retained Earnings
(5) Notes to the Financial Statements, if any
b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
of Incoiporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certiiicate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The iirm's Texas Taxpayer ldentiiication Number as issued by the Texas
Compt�•oiler of Public Accounts. To obtain a Texas Taxpayer ldentification
number visit the Texas Comptroller of Public Accounts online at the
following web address www window.state.tx.us/taxpermit/ and fill out the
application to apply for your Texas tax ID.
(2) The firm's e-mail address and fax number.
(3) The firm's DUNS number as issued by Dun & Bradstreet. This number
is used by the City for required reporting on Federal Aid projects. The DUNS
number may be obtained at www.dnb.com.
d. Resumes reflecting the const�uction experience of the principles of the firm for firms
submitting their initial prequalification. These resumes should include the size and
scope of the work performed.
e. Other information as requested by the City.
2. Prequalification Requirements
a. Fina�acial Statemef�ts. Financial statement submission must be provided in
accordance with the following:
(1) The City requires that the original Financial Statement or a certified copy
be submitted for consideration.
CITY OF FORT WORTH Liberty Ti•ails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Citp Project No.: 103357
Revised Apri12, 2014
004511-2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
(2) To be satisfactoiy, the �nancial statements must be audited or reviewed
by an independent, certified public accounting firm registered and in
good standing in any state. Cui7•ent Texas statues also require that
accounting firms performing audits or reviews on business entities within
the State of Texas be properly licensed or registered with the Texas State
Board of Public Accountancy.
(3) The accounting firm should state in the audit report or review whether
the contractor is an individual, coiporation, or limited liabilitycompany.
(4) Financial Statements must be presented in U.S. dollars at the currentrate
of exchange of the Balance Sheet date.
(5) The City will not recognize any certified public accountant as
independent who is not, in fact, independent.
(6) The accountant's opinion on the �nancial statements of the contracting
company should state that the audit or review has been conducted in
accordance with auditing standards generally accepted in the United
States of America. This must be stated in the accounting firm's opinion.
It should: (1) express an unqualified opinion, or (2) express a qualified
opinion on the statements taken as a whole.
(7) The City reseives the right to require a new statement at any time.
(8) The iinancial statement must be prepared as of the last day of any month,
not more than one year old and must be on file with the City 16 months
thereafter, in accordance with Paragraph l.
(9) The City will determine a contractor's bidding capacity for the purposes
of awarding contracts. Bidding capacity is detetmined by multiplyingthe
positive net working capital (working capital = cun�ent assets — current
liabilities) by a factor of 10. Only those statements reflecting a positive
net working capital position will be considered satisfactoly for
prequalification purposes.
(10) In the case that a bidding date fails within the time a new financial
statement is being prepared, the previous statement shall be updated with
proper verification.
b. Bidder P��equalification Applicatiof�. A Bidder Prequalification Application must be
submitted along with audited or reviewed financial statements by fiims wishing to be
eligible to bid on all classes of construction and maintenance projects. Incomplete
Applications will be rejected.
(1) In those schedules where there is nothing to repoi�t, the notation of
"None" or "N/A" should be inserted.
(2) A minimum of five (5) references of related work must be provided.
(3) Submission of an equipment schedule which indicates equipment under
the control of the Contractor and which is related to the type of work for
which the Contactor is seelcing prequalification. The schedule must
include the manufacturer, model and general common description of
each piece of equipment. Abbreviations or means of describing
equipment other than provided above will not be accepted.
3. Eligibility to Bid
a. The City shall be the sole judge as to a contractor's prequalification.
b. The City may reject, suspend, or modify any prequalification for failure by the
cont��actor to demonst�ate acceptable financial ability orperformance.
c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH Libe�7y Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pr•oject No.: 103357
Revised April 2, 2014
004511-3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
the prequalified work types until the expiration date stated in the letter.
END OF SECTION
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Citp Project No.: 103357
Revised April 2, 2014
00 42 41
DAP-BIDPROPOSAL
Page i ofd
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
CITY OF iORT NORTH
STANDARD CONSTRUCTION SPLCIPICATION DOCUMENTS - DLVFLOPHR AWARDLD PROIECTS
Pomi Versian �fay 22, 2019 22-0202 - 6iherty Tmils Phase 4 Utililies_Proposal.xis
UNIT PRICE BID Bidder's Application
11�)!2 13
DAP -ltll) Pkcli'U�pL
I'ege,', uf J
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Oem InPomiation Bidders Proposel
Bidlist [tem pescription Speciticatiun Szction No �tnit of 6id Unit Price Bid Value
�r� Measure Quantity
UNIT 11: SANITARY SEWER IMPROVEMENTS
1 3301.0002 Post-CCN Inspection 33 01 31 LF 5473 $3.30 $18.060.90
2 3301.0101 Manhole Vacuum Testing 33 01 30 EA 31 $120.00 $3,720.00
3 3305.0109 Trench Safety 33 05 10 LF 5473 $1.00 $5,473.00
4 3305.0113 Trench Water Stops 33 05 15 EA 14 $300.00 �4,200.00
5 3331.3101 4" Sewer 5ervice 33 31 50 EA 135 $1,040.00 $140,400.00
. _ _ _ _
6 3331.4115 8" Sewer Pipe 33 11 10, 33 31 12, 33 31 20 LF 3665 $47.00 $172,255.00
7 3331.4116 8" Sewer Pipe, CSS Backfili 33 11 10, 33 31 12, 33 31 20 �F 320 $83.00 $26,560.00
8 3331.4201 10" Sewer Pipe 33 11 10, 33 31 12, 33 31 20 LF 1284 $56.00 $71,904.00
9 3331.4202 10" Sewer Pipe, CSS Backfill 33 11 10, 33 31 12, 33 31 20 LF 204 $92.00 $18,768.00
10 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 30 $2,970.00 �69 t 00A0
71 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 1 54 060.00 $4,�60.00
12 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 98 $160.00 $15,680.00
13 3339.0001 Epoxy Manhole Liner 33 39 60 VF 14 $370.00 $5,180.00
_
14 0330.0001 Concrete Encase Sewer Pipe 03 30 00 CY 1.58 $1 139.24 $1 800.00
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $577,160.90
—
—,--- — ___. _ _____ ___—
UNIT II• SANITARY SEWER (MPROVEMENTS $577,160.90
Totat Waterand Sanitary Sewerimprovements Bid $1,200,357.10
CIIl'�rl� �r)Iti �4'��it'ill
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4� � � .� n �i> _, _ i !�� .. �'_ i2 ! •t,� r 7 r.��l., { I,,,.. J :t.f . �_i'�� � ��i.ris
fN)12.1)
DAP -1111) }'kCll'O� \I.
Pngc t of a
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
ur� ur rua�r cn �n r}i
'il��\NI)�'�R(�r`p.tilRl .'C,i_Y,��p1��.YrYC,11! *l11+1Ct1;1�."![� I)I:`,l:l.�)tLR,'�4'i2l)ti)!I �fFC'F�
(-�rmV�:::i��nMs'L_'.-'t�l� !�)'.�r2 [�P.:t_�rii-l'fi�,,:l t ,_t'ny,.,.�'.vi.
UNIT PRICE BID Bidder's Application
3/1/2022
S�CTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
ooas ia
DAP PREQUAUfICAT10N STATHMENT
Page 1 of 1
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 "Major Work
Ty_pe" box�rovide the complete major work tYpe and actual description as provided bv the Water
Department for water and sewer and TPW for pavin�.
Major Worlc Type Contractor/Subcontractor Company Name Prequaliiication
Ex iration Date
Water and Wastewater New Burnsco Constiuction, Inc. 6/30/2022
Developinent, Rehabilitation,
and Redevelopment Open Cut
and Trenchless all sizes
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed,
BIDDER:
Burnsco Construction, Inc.
6331 Southwest Boulevard
Benbrook, TX 76132
BY:
(Signature)
TITLE: President
DATE: November 11, 2021
�ND OI' SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPEft AWARDED PROlECfS
00 45 12_Prequalificatfon Statement DAP - UHlities
Form Version September 1, 2015
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORI<ER'S COMPENSATION LAW
Page 1 of 1
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certi�es that it
provides worlcer's compensation insurance coverage for all of its employees employed on City
Project No. 103357 . Contt•actoi• further certifies that, pursuant to Texas Labor Code,
Section 406.096(b), as amended, it will provide to City its subcont�•actor's certificates of
compliance with worker's compensation coverage.
CONTRACTOR:
Burnsco Consttuction, Inc
Company
6331 Southwest Blvd
Address
By: ll9P�i. `��
( e se rin
Signature:
Benbrook. TX 76123 Title: �IGCs' �^S1t�rn�
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
�
�
BEFORE ME, he �undersi ed authority, on this day personally appeared
� �,.� �,5 , known to me to be the person whose name is
subscribed to the fore oin nstrum�e it, and kno ledged to me that he/she executed the same as
the act and deed of 1��i�5G0 LFnr 5 /Dry �H! . for the putposes and
consideration therein expressed and in the capacity therein stated.
GIVEN DER MY HAND AND SEAL OF OFFICE this l day of
� , 2oaa—
C�� �-�'�
^ �R' °��, CESILIA CANALES
-- -� r+�c��y i� E1i3�bsz9vb Notaty Public in and for the State of Texas
i
My Commission Expires
38 "�-,;� ,�' ��iy z��, zozz
39 END OF SECTION
40
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
Liberty Trails Pltasc 4
Crty Project No.: 103357
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised June 16, 2016
SECTION 00 52 43 1
AGREEMENT 2
3
THIS AGREEMENT, authorized on ______________is made by and between the Developer, 4
DRH-HWY 114, LLC, authorized to do business in Texas (“Developer”) , and Burnsco 5
Construction, Inc. , authorized to do business in Texas, acting by and through its duly 6
authorized representative, (“Contractor”). 7
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8
follows: 9
Article 1. WORK 10
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11
Project identified herein. 12
Article 2. PROJECT 13
The project for which the Work under the Contract Documents may be the whole or only a part is 14
generally described as follows: 15
Liberty Trails Phase 4 16
103357 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 100 working days after the date 23
when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24
City Conditions of the Construction Contract for Developer Awarded Projects. 25
3.3 Liquidated damages 26
Contractor recognizes that time is of the essence of this Agreement and that Developer 27
will suffer financial loss if the Work is not completed within the times specified in 28
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29
the Standard City Conditions of the Construction Contract for Developer Awarded 30
Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32
completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33
that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34
Developer Five hundred Dollars ($500) for each day that expires after the time specified 35
in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36
Acceptance. 37
3/1/2022
005243-2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of Two Million Four Hundred Fourteen Thousand Nine
41 Hundred Dollars and Six Cents ($2,414,900.60).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
A. The Contract Documents which comprise the entire agreement between Developer and
Contractor concerning the Worlc consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (p��oject specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Perfoimance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
£ Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project's Contract Documents.
65 6. Drawings.
66 7. Addenda.
67
68
69
70
71
72
73
74
75
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH Liberty Ti•uils Plaase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised 7une 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
76
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Article 6. INDEMNIFICATION
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification provision is speci�cally intended to operate
and be effective even if it is alle�ed or proven that all or some of the dama�es bein�
sou�ht were caused, in whole or in part, bv anv act, omission or negli�ence of the city.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incuri•ed by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its 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 indemni�cation
�rovision is speci�callv intended to oUerate and be effective even if it is alle�ed or
proven that all or some of the dama�es being sou�ht were caused, in whole or in part,
bv any act, omission or ne�ligence of the citv
Article 7. MISCELLANEOUS
98 7.1 Teims.
99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
100 the Conshuction Contract for Developer Awarded Projects.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the Developer.
104 7.3 Successors and Assigns.
105 Developer and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Doculnents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is perfoi�nable in tl�e State of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern Dist�ict of Texas, Fort Worth Division.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Pr'oject No.: 103357
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 4
117
I 18 7.6 Autl�ority to Sign.
119
120
121
122
123
124
125
126
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatoty of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
countetparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor:
Developer:
B `��
(Signature)
L�J►�i�li✓ L.l�°�t K
(Printed Name)
Title: �C51 U�T
Company Name: Burns�o Constructio,�, Inc.
Address:
6331 Southwest Blvd.
City/State/Zip: Benbroolc, TX 76123
Date
127
a � aa-� ��
(Printed Name)
Title: �fSs.—Art �scaE p,t�stoEi+T
Company name: DRH-HWY114, LLC
Address:
6751 Not�th Freeway
City/State/Zip: Fort Worth, TX 76131
� �8�2otZ
Date
CITY OF FORT WORTH Lifierty Truils Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO]ECTS City Project No.: 103357
Revised June 16, 2016
��.����r���
3rdDecember21
1stMarch22
3rdDecember21
1stMarch22
3rdDecember21
006219-2
MAINTENANCE BOND
Page 2 of 3
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
receiving notice from the District and/or• City of the need thereof at any time within the Maintenance
Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any
defective Work, for which timely notice was provided by District or City, to a completion satisfactory to
the City, then this obligation shall become null and void; otherwise to remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed
defective Work, it is agreed that the District or City may cause any and all such defective Work to be
repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety
under this Maintenance Bond; and
PROVIDED FURTHER, that if any lega] action be filed on this Bond, venue shall lie in Tarrant
County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division;
and
PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH Libert�� Ti•ails Phase 4
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ciry Project No.: 103357
Revised January 31, 2012
1stMarch22
_, Liberty
Mutualo
SURETY
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.
Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company
West American Insurance Company
Certificate No: 8205467-022020
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that
liberty Mutual Insurance Company is a corpora6on duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized
under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E.
Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter, Tina McEwan; Tonie Petranek
all of the city of Dallas state of TX each individuaily if there be more than one named, its true and lawful attomey-in-fact to make,
execute, seai, adcnowledge and deliver, for and on its behalf as surety and as its act antl deed, any and ail undertakings, bonds, recognizances and other surety obligations, in pursuance
of these presents and shali be as bintling upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper
persons.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or offiaal of the Companies and the corporate seais of the Companies have been affixed
thereto this 23rd day of Aprii , 2021 .
Liberty Mutual Insurance Company
��NSUR �,ZY �NgV ��Nsu,p The Ohio Casualty Insurance Company
/�JPGORP�R4Tqy� o,`�P�oaPO�zar�y �oP�oaPO1tarFtip WestAmerican Insurance Company
� 3 Foc� Q'3 Foc+ �3 oc�
1912 0 0 1919 � � 1991 0 � N�
� Y;9 �y S� y 2 ��f4 O 6 � i2��� N O
� d� Ss4CHU5� ,aa � �NAMPS� ,da� �S �NDIANP ,da � � Ci
� ai� *�.� �hl * �,� �M * f�� By' �s m
� David M. Carey, Assistant Secretary �,�
� State of PENNSY�VANIA '— �
a, County of MONTGOMERY � .� �
��
o�
��
N �
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a
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�
� �
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On this 23rd day of April , 2021 before me personaily appeared Davitl M. Carey, who acknowledged himself to be the Assistant Secretary of liberty Mutual Insurance ��
Company, The Ohio Casuaity Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes `—
therein contained by signing on behalf of the corpora6ons by himself as a duly authorized o�cer. >�
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the tlay and year first above written. ��
q,..�-'F;et�.,� � O
� Commomvealih of Penns Ivania - Nota Seal
�v"'%n�j4�✓: �'� Y �Y ' >•—
1h
ftrj" �'�;'� �'�<,. z+;�, Teresa Pastella, Noiary Pubfic � ,��� C N
• Monlgomery County ,� �
�k' My commission expires March 28, 2025 BY; /( -d� � N
�a ,.�- Commission number 7126044
�$.s`�%�"SYU�„�':-'��_� Member,PennsylvaniaAssaiatlono(Notaries eresaPastella,NotaryPublic Q �
a--.
�)T3�1 ('��,",+" 0 N
This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casuaity Insurance Company, Liberty Mutual o N
Insurance Company, antl West American Insurance Company which resolutions are now in full force and effect reading as follows: a�
ARTICLE IV- OFFICERS: Section 12. Power of Attorney. `o 0
Any officer or other official of the Co�poration authorized for that purpose in writing by the Chairman or the President, and subject to such limitatlon as the Chairman or the ��
President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behaif of the Corporation to make, execute, seal, acknowietlge and deliver as surety �_
any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the IimitaUons set forth in their respective powers of attomey, shail � �
have full power to bind the Corporation by their signature and execu6on of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o a�
instruments shali be as binding as if signed by the Presitlent and attested to by the Secretary. Any power or aufhority granted to any representa6ve or attomey-in-fact under the 'Q �
provisions of this articie may be revoked at any time by the Board, the Chairman, ihe President or by the officer or officers granting such power or authority. � o
ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Unde�takings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe,
shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings,
bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limita6ons set forth in their respective powers of attorney, shall have full power to bind the
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shail be as binding as if
signed by the president and attested by the secretary.
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in-
fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge antl deliver as surety any and all undertakings, bonds, recognizances and other surety
obiigaGons.
Authorization - By unanimous consent of ihe Company's Board of Directors, the Company consents that facsimile or mechaoically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with
the same force antl effect as though manually affixed.
I, Renee C. llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do
hereby cerfify lhat the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and
has not been revoketl.
IN TESTIMONY WHEREOF,1 have hereunto set my hand and affixed the seals of said Companies this __ tlay of
�, \NSU�, �,�(Y INgU � \NSUR
JQ' oavorr� q2 JP oaeoqqr q VP oa�onq qy ,,,,rr--�� l
f 2u T�� cm � 24 �� y� � �4 �� �� /1,V ,J
1912 � a 1919 � � 1991 � v� t,�i�C�'`-.
y �u O �
B . �L�+�' l�
�J19ss'7CHU5�,a�� yo ``�HAMPS�`,�a� '�S �NOipNP ,da3 y Renee C. Llewellyn, Assistant Secretary
9�) * 1-� �yl * �,� �,y� * T-t�
LMS-12873 LMIC OCIC WAIC Multi Co 02/21
�
r�
♦��i�`! -
r►
.
.
TEXAS
IMPORTANT NOTICE
To obtain information or make a complaint
You may cail toll-free for information or to
make a complaint at
1-877-751-2640
You may also write to:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at
1-800-252-3439
You may write the Texas Department of Insurance
Consumer Protection (111-1A)
P. O. Box 149091
Austin, TX 78714-9091
FAX: (512) 490-1007
Web: http://www.tdi.texas. o�v
E-mail: ConsumerProtection(a�tdi.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should first
contact the agent or call 1-800-843-6446.
If the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
TEXAS
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede llamar a1 numero de telefono gratis
para informacion o para someter una queja al
1-877-751-2640
Usted tambien puede escribir a:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion
acerca de companias, coberturas, derechos o
quejas al
1-800-252-3439
Puede escribir al Departamento de Seguros
de Texas Consumer Protection (111-1A)
P. O. Box 149091
Austin, TX 78714-9091
FAX # (512) 490-1007
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection(c�tdi.texas.gov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiena una disputa concerniente a su prima o a
un reclamo, debe comunicarse con el agente o
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento (TDI)
UNA ESTE AVISO A SU POLIZA:
Este aviso es solo para proposito de informacion
y no se convierte en parte o condicion del
documento adjunto.
NP70680901
lMS-15292 10/15
1stMarch
State of Texas
County of Ti4¢R.x4,-� t
Before me, a notaiy public, on this day personally appeared
��6p�� C��r,-.�qe� , known to me to be the person whose name is
subscribed to the foregoing docuinent and, being by me first duly sworn, declared that the statements
therein contained in Paragraph 1.01 A and B and Paragraph 1.02 are true and correct.
(Personalized Seal)
Notary Publids Signature
���,1YP��/i THERESA P. BOARDMAN
��lr;;..;�6 �i
�2°r' L�'s_Notary Public, State of Texas
?���'�� Comm. Expires 04-13-2024
'�:'�, o. ;�;�,+�.
��, �.� Notery.ID 10589053
Receipt and incoiporation into the above-referenced contract hereby agreed to and acknowledged by:
Owner Signature
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR07ECTS
Revised: 7anuary 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Article 1— Definitions and Terminology ........................................................
1.01 Defined Terms ............................................................................
1.02 Terminology ...............................................................................
Page
..........................1
..........................1
.......................... 5
�
�
Article2— Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ......................................................................................................... 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3— Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ...................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents ................................................................... 6
Article 4— Bonds and Insurance ...............................................................................................
4.01 Licensed Sureties and Insurers .............................................................................
4.02 Performance, Payment, and Maintenance Bonds ................................................
4.03 Certificates of Insurance ......................................................................................
4.04 Contractor's Insurance .........................................................................................
4.05 Acceptance of Bonds and Insurance; Option to Replace ....................................
Article 5 — Contractor's Responsibilities ..................................................................................
5.01 Supervision and Superintendent ..........................................................................
....................... 7
....................... 7
....................... 7
....................... 7
....................... 9
.....................12
.......................12
5.02 Labor, Workmg Hours ..............................................................................................
5.03 Services, Materials, and Equipment ................................................
5.04 Project Schedule ........................................................................................................
5.05 Substitutes and "Or-Equals" .....................................................................................
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ....................
5.07 Concerning Subcontractors, Suppliers, and Others ..................................................
5.08 Wage Rates ................................................................................................................
1'
..................12
..................13
..................13
..................14
..................14
..................16
..................16
..................18
5.09 Patent Fees and Roya ties ...........................................................................................................19
5.10 Laws and Regulations .................................................................................................................19
5.11 Use of Site and Other Areas ........................................................................................................19
5.12 RecordDocuments ......................................................................................................................20
5.13 Safety and Protection ..................................................................................................................21
5.14 Safety Representative ..................................................................................................................21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Cont��actor's General War�•anty and Guarantee ..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ...........................................................................................................................24
5.19 Delegation of Professional Design Services ...............................................................................24
5.20 Right to Audit :.............................................................................................................................25
5.21 Nondiscrimination .......................................................................................................................25
Article6— Other Work atthe Site ...................................................................................................................26
6.01 Related Work at Site ...................................................................................................................26
Article7 — City's Responsibilities . .................................................................................................................26
7.01 Inspections, Tests, and Approvals ................................................................................................... 26
7.02 Limitations on City's Responsibilities ............................................................
............................
7.03 Compliance with Safety Program ...............................................................................................27
Article 8— City's Observation Status During Construction ............................................................................ 27
S.O1 City's Project Representative ......................................................................................................27
8.02 Authorized Variations in Worlc ...................................................................................................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 ofContract Time .................................................................28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time ............................................................................................................ 28
10.03 Delays ..........................................................................................................................................28
Ai�ticle 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 .................................................................................................................. 30
11.(kL Uncovering Work ..................................................................................................................
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 FinalInspection ...........................................................................................................................32
12(k� Final Acceptance .........................................................................................................................33
Article13 — Suspension of Work ..................................................................................................................... 33
13.01 City May Suspend Worlc .............................................................................................................33
Article14 — Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice ..............................................................................................................................34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................34
14.03 Cumulative Remedies .................................................................................................................34
14.tk� Suivival of Obligations ...............................................................................................................35
14.05 Headings ......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 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 ter�rn, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms speci�cally defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents orforms.
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. Birsiness 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 ho�ne-rule municipal corporation, acting by,
its governzng body through its City Manager, his designee, or agents authorized pursuant to
its duly authoYized charter on his behalf.
7. Comn2unity Facilities Agree»zent (CFA) - A Contract between the Developer and the City
for the Construction of one or �nore following pztblzc facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storf�Z Drain, Street Light, and Street Signs.
A CFA may znclude private facilities within the right-of-way dedicated as private right-of-
way or easenzent on a YecoYdedplat.
8, Contr�act—Tlie entire and integrated written docurnent incorporating the Cofztract
Documents betu�een the Developer, Contractor, and/or City concer�ning the Worlc. The
Contr^act supersedes prior negotiatio�zs, representations, or agreements, whether written or
oral.
9. Contract Docun2ents—Those items that make up the contract and which must znclude the
AgreenZent, and zt's attachments such as standard construction specifications, standard Czty
Condztions, other general conditions of the Developer, including.•
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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. Cur�•ent Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e.
f.
g•
h.
i.
J•
k.
Payment Bond
PerFormance Bond
Maintenance Bond
Power of Attorney for Bonds
Worlcers Compensation Affidavit
MWBE Commitment Form( If required by City)
General Conditions
1. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Conh�act Documents by attachment, if
not attached, as incorporated by reference and descr7bed 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 ContractDocuments
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 indivzdual or entity with whom Developer has entered into the Agreement.
I1. Day or day — A day, unless other�vise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to f�aake ceYtain improven2ents within the
City of Fo��t Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and characte�• of the Work to be performed by
Cont��actor. Subn2zttals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firna registered in the 5tate of
Texas perfor�ning professional services for the Developer.
1 S. Final Acceptance — The written notice given by the City to the Developer and/or ContYactor
that the Woriz specified in the Contract Docun2ents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR07ECTS
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carried out by the City to verify that the CofZtractor has
cornpleted the Wor1z, and each and every part or appurtenance thereof, fully, entirely, and in
conformance wzth the Contract Docui�aents.
17. Ge�zeral Requirements A part of the Contract Docunaents betvveeri the Developer and a
Contr�actor.
18. Laws and Regulatzons Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all govern�nental bodies, agefzcies, authoYities, and cou�°ts having
jurisdiction.
19. Liens—Charges, security interests, of� encuinbrances upon Project funds, real property, or
personal property.
20. Mzlestone A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participati�ag Change Order A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and DevelopeY, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the ContYact Tinze, 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 Contr�actor, Developef; and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contr�act Price oY the Contract Time, issiied on
or after the Effective Date of theAgreement.
23. Plans — See definition ofDrawings.
24. Project Schedule A schedule, prepared at2d maintained by Contractor, in accoYdance with
the General RequiYe�nents, describing the seqzaence and duration of the activities cof�2prising
the Contractor's plan to accomplish the Wor1� within the Contract Tz�ne.
25. Project—The WoY1� to be perfonned under the ContractDocuments.
26. Project Representatzve—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — ArZ announced rneeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an infor�ned vzew of theProject.
28. Regular Worl�ing Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thYu Friday (excluding legal holidays).
29. Samples Physical examples of nzaterials, equip�nent, or worl�nanship that are
represefatative of some portion of the Woriz and which establish the standards by which such
poYtion of the Worlc will bejti�dged.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January ] 0, 2013
00 73 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 n2aintained by Contractor, of required
subJ�zittals and the ti�7ae reqZtirements to support scheduled performance of related
constr�uction activzties.
31. Site—Lands or ar�eas indicated in the Contract DocunZents as being ficrnished by City or
Developer zspon which the Work is to be perfor�ned, including ��ights-of-way, pennits, and
easernents 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, starzdards and workmanship as applied to the Work, and
certain adr�zinistr°ative requirements and pf�ocedural matters applicable thereto.
Spec�cations may be specifically made a part of the Contract Docu»aents by attachfnent or,
if not attaclaed, nzay be incorporated by Yeference as indicccted in the Table of Contents
(Dzvision 00 00 00) of eachProject.
33. Standard City Conditions — That part of the Contract Docu�nents setting forth reqZcirements
of the City.
34. Subcontractor An individual or entity having a direct contr�act with Contractor or with any
other Subcontractor for the performance of a part of the Work at theSite.
35. Subnzittals All drawings, diagrams, illustrations, schedules, and other data or inforrnation
which are speczfically prepared or assembled by or for Contractor and sttbfnitted by
Cont��actoY to illustr°ate sorne portzon of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instr�uctions frorn the City and/or Developer and to act for the Contractor.
37. Supplementury Conditions—That part of the Contract Docun2ents which amends or
supplernents the General Condztions.
38. Supplier A ma��ufacturer, fabricator, supplier, distribittor, material��Zan, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish �naterials or
equipn2ent to be incorporated in the Work by Contractor orSubcontYactor.
39. Underground Facilities All undergroitnd pzpelines, conduits, ducts, cables, wires,
rnanholes, vaults, tanl�s, tunnels, or other such facilitzes or attach�nents, and any
encasernents containing such facilities, including but not lirnited to, those that convey
electricity, gases, stea�n, liquid petroleufn products, telephone or other communications,
cable television, water, wastewater, stor�n water, otlaer liquids or che»zicals, or tYaffic or
other control systems.
40. Weelcend Working Hours — Hours beginning at 9: 00 a.fn. and ending at S: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR07ECTS
Revised: January 10, 2013
00 73 10-5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Woriz The entire construction or the various separately identifiable parts thereof required
to be provzded under the Contract Docume�Zts. Wor1z includes and is the result of perfornaing
or providing all labor, services, and documentation necessary to produce such constr�uction
including any Participating Change Orde�, Non-PaYticipating Change OYder, or Field
Order, and furnishing, installing, and i�zcorporating all n2aterials and equipi�2ent into stcch
construction, all as required by the ContractDocu»Zents.
42. Working Day — A u�o��Icing 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
co�Zditions not ztnder the contYol of the Contractor will perrnit the perfor�nance of the
principal unit of wor7� underway foY a continuous perzod of not less than 7 hours between 7
a. rn. and 6 p. m.
1.02 Terfninology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicatedmeaning.
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:
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 Worlc 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
00 73 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 Constrttction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Worlc. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstrttction 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 ContractDocuments.
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
undertalce responsibility inconsistent with the provisions of the ContractDocuments.
3.02 Amending and SupplernefZting ContractDocuments
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the tertns and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the followingways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 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 (subj ect 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
Cont�•actor 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, PayT�aent, 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 Con�ract 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 Bi•anch, U.S. Department of the Treasury. All bonds signed
by an agent or attoi�ney-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 Certrficates 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
00 73 10-8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certi�cate 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" ar"per location",
endorsement, which shall be identified in the certiiicate 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 a11 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 Cont��act 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 Cont�•act 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 stocicholders' equity. In
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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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
malce 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 industzy as weli 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 Worlc by Change Order.
12. Ciry 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 sha11 not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. WoYkers Cofnpensation 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 Worlc and Contractor's other obligations under the Contract Documents,
whether it is to be perfol�rned 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 sicicness 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 andRegu�ations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the cun•ent 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 jobsite.
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. Autof�zobile 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 followingamounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired andnon-owned.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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
3) $500,000
4) $100,000
Bodily Injury per person
Bodily Injuiy per accident /
Property Damage
D. Railroad Pr�otective Liability. If any of the worlc or any warranty worlc is within the limits of
railroad right-of-way, the Contractor shall comply with the followingrequirements:
1. The Contractor's constiuction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: None
Write the name ofthe railroad company. (Ifnone, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on raih-oad properties may
require that Contractor to execute a"Right of Entty Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each raih�oad 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 const�-uction 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
satisfactoiy to the Ciry and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroadproperry:
a. General Aggregate: None
Bnter limits provided by Railroad Company (If none, write noue)
b. Each Occurrence: : None
Gnter limits provided by Rai(road Company (If none, �vrite 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 raih�oad 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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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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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 worlc 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 worlc 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 worlc may be covered in a single policy for that railroad, even
though the work may be at two or more separatelocations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has fizrnished 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
Conh•actor'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 Conn�actor 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 Cont�•act Documents, the Developei• 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 SZapervision and Superintendent
A. Contractor shall supeivise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such slcills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Cont��actor sha11 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; WoYking Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Cont�actor shall at all times rnaintain 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 Worlcing Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic comrnunication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weelcend Working Hours request must be made by noon of the precedingThursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equiprnent
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, t��ansportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessaty for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incoiporated 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, lcind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Worlc 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 Sclaedule
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.
S.OS Substitutes and "Or-Equals"
A. Whenever an item of material or equipment is speciiied 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 materiai 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 S.OS.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 S.OS.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
detei�rnine 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 O l 25 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 speci�ed; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of iinal 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 cont�•actors affected by any resulting change.
B. Substitute Constructio�i Methods or Pr°ocedures: If a specific means, method, technique,
sequence, or procedure of const�uction 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 S.OS.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 S.OS.A and S.OS.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination.
D. Speczal 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
indeJnn� and hold har�nless City and anyone directly or indirectly e»aployed by them from and
against any and all claiins, damages, losses and expenses (including attorneys fees) arising out
of the use of substztuted �naterials oYequipment.
E. Czty's Cost Reirnburse�nent: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs S.OS.A.2 and S.OS.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. Contt•actor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
G. Substztzate Reinabursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incoiporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Pr^ifne Contractors and Sttbcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Other�s
A. Minority and Women Owned Business Enterprise Cornpliance:
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❑ Required for this Contract.
(Check this box if Uiere is any City Participation)
� Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustiiied 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 boolcs,
records, or files in the possession of the Contractor that will substantiate the actual worlc
pei-formed 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 Subcont�•actors,
Suppliers, and other individuals or entities performing or furnishing any of the Woi•k 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 Subcont��actor, 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
Worlc under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Worlc shall communicate with City through Contractor.
E. All Worlc 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 teims and conditions of these Contract
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Documents, Cont�•actor shall provide City contract numbers and reference numbeis to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Cont�•act.
❑ 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 Woi�th 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 Cont�•actor 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 Deter�nination 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 Cont�•actor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant ar
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted frorn 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
worlcer, 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 worlcer does not resolve the issue by agreement before the 15th day after the date the
City malces 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 11 th 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 arbit��ation. 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 worlc, maintain records that show (i) the name and
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occupation of each worlcer 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. ProgYess Paymerzts. With each progress payment or payroll period, whichever is less, the
Cont�•actor 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 Cont�•actor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A tlu•ough G above.
5.09 Patent Fees and Royalties
A. To the ficllest extent peYn2itted by Laws and Regulations, Contractor shall indemn� and hold
harJnless City, fro�n and against all claims, costs, losses, and darnages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or otheY dispZtte resolution costs) arising out of or relating to any infrzngement of
patent rights or copyf�ights incident to the ticse in the perforfnance of the Wor1z 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 pei�formance 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 lcnowing or having reason to lcnow 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 OtherAreas
A. Lirnitation on Use of Site and OtherAreas:
l. 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
necessaiy for proper execution of the Worlc, 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
perfar-mance of the Work, Cont�•actor shall promptly attempt to resolve theDamage Claim.
4. Pzcrsttant to Paragraph 5.18, Contractor shall indemn� and hold harmless City, fYom and
against all clain2s, costs, losses, and dafnages arising ozct of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant againstCity.
B. Rer�zoval of Debris During PerfoYmance 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 Cleanzng: 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 Worlc 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. Loadzng Structz�res: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Cont�•actor subject any part of the Work
or adjacent properiy to stresses or pressures that will endangerit.
5.12 RecoYd 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 a11 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 Fina1 Inspection. Contractor shall include
accurate locations for buried and imbeddeditems.
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
talce all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, st�uctures, 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 theirproperty.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Cont�actor shall inform City of the specific requirements of Cont��actor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injuly, 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 Worlc shall continue
until such time as all the Work is completed and City has accepted the Worlc.
5.14 Safety Rep�•esentative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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S.1 S Hazard Cornrnunication Progran2s
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 Subnaittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the ContractDocuments.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Cont�•actor.
C. City s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Cont�•actor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section O1 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 ContractDocuments.
517 ContractoY's General Warranty and Guarantee
A. Conh�actor 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 warranry and guarantee hereunder excludes defects or damage causedby:
l. abuse, modification, or improper maintenance or operation by persons other than Cont��actor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. noimal 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 accardance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the ContractDocuments:
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, ar• approval by others; or
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 24 of35
7. any cor�•ection of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Worlc 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 Worlc 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 agi�ees 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 worlc and seivices to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WFIOLE 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, fi•om and against any and all loss, damage or destruction of
property of the City, ai�ising 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 certiiications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify a11 perFoi�rnance 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 v�n�itten approval when
submitted to City.
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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 Cont�•actor performance and design criteria that such seivices 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 checicing 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 Con�t•actor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Worl�ing 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 NondiscYimination
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 a�y2ended.• Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementaiy Conditions for any project
receiving Federal assistance.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of35
ARTICLE 6— OTHER WORK AT THE SITE
6.01 Related Woriz 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 ar 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 shail 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 Worlc 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 Lif�zitations 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 peiform the Work in accordance with the ContractDocuments.
B. City will notify the Contractor of applicable safery plans pursuant to Paragraph 5.13.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: ]anuary 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of35
7.03 Compliance with Safety PYograr�2
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 PYoject 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 obselve 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 Worle 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 ContractDocuments.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the ContractDocuments.
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 Pi-ice 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 Worlc as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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8.04 Determinations fof� WorkPerfor��aed
Contractor will determine the actual quantities and classifications of Worlc 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 Wor1i
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Ext�•a Work. Upon notice of such Extra Worlc, 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
proj ect with City participation, a Field Order may be issued by the City.
9.02 Notzfication 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 Cont��actor 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 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 Wor1�
City, independent testing labar•atories, 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 thereo� 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 airanging 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 Cont�actor's purchase thereof for incorporation in the Worlc.
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
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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/Contractar•.
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 concur�•ence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Wor1z
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 Cont�•act 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 Reinoval of Defective Woriz
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 Worlc 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 con•ection
or removal (including but not limited to a11 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 talce no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Worlc.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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Documents), any Worlc 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 S.lO.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 Worlc; 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 conect or repair or remove and replace any damage to other Worlc, to the worlc
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 coirection 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 wan•anty 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 WoYlz
A. If Contractor fails within a reasonable time after written notice fi•om 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 Worlc 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 cor-rective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all ar part of the Worlc and suspend
Contractor's services related thereto, and incoiporate 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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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) incur7�ed 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 Worlc; 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 Utilizatzon
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 pa��t of the Work that can be
used by City for its intended putpose 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 Worlc ready for its intendeduse.
2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.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 reasonstherefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Finallnspection
A. Upon written notice fi•om Contractor that the entire Worlc 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 Worlc is incomplete or defective. Contractor shall immediately talce such measures as are
necessary to complete such Worlc or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Worlc identified in the
Final Inspection, City wiil 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 Cont�•act Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Worlc
A. At any time and without cause, City may suspend the Worlc 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
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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 indeiinite 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 talce every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temparary 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 receivingparty.
14.02 Computation of Tir�aes
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the iirst 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 Worlcing Day shall become the last
day of the period.
14.03 Czin2ulative 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.
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STANDARD CITY CONDITIONS - DEVELOPER AWARDED PR07ECTS
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00 73 10-35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 SuYvival of Obligations
All representations, indemni�cations, wal7�anties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as weil as all continuing obligations indicated in the
Contract Documents, will suivive final payment, completion, and acceptance of the Worlc 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: danuary 10, 2013
011100-1
DAP SUMMARY OF WORK
Page 1 of 3
�
3 PART1- GENERAL
SECTION O1 11 00
SUMMARY OF WORK
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Worlc 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 Cont�•act
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 paytnent will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Worlc is to include furnishing all labar, materials, and equipment, and performing
all Worlc necessa�y for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiaiy Work
1. Any and all Worlc specifically governed by documentaty 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 safelceeping 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 r•ights-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 const�-uction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer A�varded Projects City Project No.: 103357
Revised December 20, 2012
o� ii oo-z
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 raik•oad t�acks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Worlc shall be in accordance with railroad requirements set fbrth in
� Division 0 as weil 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 inaterial on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Cont�•actor 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
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
G�
5.
Preserve and use every precaution to prevent damage to, all t�•ees, shrubbeiy, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to ail water, sewer, and gas lines, to ail conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other pubiic ar private property adjacent to the Worlc.
Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicabie to both public and private utility companies and any
coiporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective worlc, material, or
equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during consttuction 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, temporaiy
40 ciosures 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 Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No.: 103357
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]
6 110 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 L12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer A�varded Projects City Project No.: 103357
Revised DecemUer 20, 2012
oiasoo-i
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
SECTION Ol 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERA.L
1.1 SUMMARY
A. Section Includes:
The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteriaor
defined by reference to 1 or mare of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "ar-equals".
B. Deviations from this City of Fart 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. Worlc associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (uniess noted otherwise), the City will
consider fozmal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and lcinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and lcinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified �•equirements, or other factors beyond cont�•ol ofContractor;
or,
CITY OF FORT WORTH Liberiy Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
ol zsoo-z
DAP SUBSTITUTION PROCEDURES
Page 2 of4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Cont�•act
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identi�cation
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally speciiied
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marlced to show compliance ofproposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing pz•oduct
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reparts associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the properry of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require pr•oposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of4
4. Substitution will be r-ejected if:
a. Submittal is not through the Cont�•actor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer's opinion, acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perfozm adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product speci�ed
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
l.11 FIELD [SITE] CONDITIONS [NOT USED]
112 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
01 25 00 - 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 infoi7nation on changes to Drawings and/or Specifications which proposed
substitution wili require for its proper installation.
Fill in Blanks Below:
A. Wili 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
Address
Date
Telephone
Recommended Recommended
Not recommended Received late
By
Date
Remarlcs
For Use by City:
Approved
City
Date
Rej ected
CITY OF FORT WORTH Libecty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
013119-1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
SECTION O1 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconsttuction meeting to be held prior to the start of Worlc to
clarify const�-uction contract administration procedures
B. Deviations fiom this City of Fort Worth Standard Speciiication
1. No construction schedule requi�ed unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Cont��act
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attendingmeetings
shali be qualified and authorized to act on behalf of the entity eachrepresents.
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 deliveiy 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.
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 Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised August 30, 2013
O1 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of3
e. Other City representatives
£ Otheis as appropriate
4. Preliminaiy Agenda may include:
a. Introduction of Project Personnei
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's worlc pian and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Stalcing
h. Progress Payments
i. Extra Work and Change Order Procedm-es
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Cei�ti�cations and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weelcend Worlc Notification
r. Legal Holidays
s. Trench Safety Plans
t. Con�ned Space Entzy Standards
u. Coordination with the City's representative for ope�•ations of existingwater
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporaiy construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: ] 03357
Revised August 30, 2013
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of3
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]
111 FIELD [SITE] CONDITIONS [NOT USED]
112 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised August 30, 2013
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION O1 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
11 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Worlc 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. Preconst�-uction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by const�uction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED)
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
111 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
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 Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
013300-1
DAP SUBMITTALS
Page 1 of 8
SECTION O1 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mocic Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Foims and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufiiciently in advance of
performing the related Work or other applicable activities, or within thetime
speciiied in the individual Worlc Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittai (if required)
b) Coardination with other submittals
c) Testing
d) Purchasing
e) Fabrication
fl Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Cont�•actor's failm•e to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH Liberty Trai(s Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
013300-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the worlc of any other
cont� actor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identi�cation numbering system in the foliowingmanner:
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 specifc Sectionnumber.
a 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 1 11 1: :
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 Certi�cation
Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify thefollowing:
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 checiced and coordinated each
item with other applicable approved shop drawings."
D. Submittal Fol7nat
1. Fold shop drawings larger than 8'/2 inches x 11 inches to 8'/� inches x 11 inches.
2. Bind shop drawings and product data sheets together.
Order
a. Cover Sheet
1) Description of Pacicet
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 Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
01 33 00 - 3
DAPSUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
5. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Worlc or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identi�cation by highlighting of deviations from Contract Documents
10. Identi� cation by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limitedto:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled infotmation
c. Setting diagrams
d. Actual shopwork manufacturing insttuctions
e. Custom templates
£ Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Worlc depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for• use on theProject.
2. For submittals of product data for products not included on the City's Standard
Pi�oduct List, submittal data may include, but is not necessarily limitedto:
a. Standard prepared data for manufactured products (sometimes refened to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised August 30, 2013
013300-4
DAP SUBMITTALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality cont�•ol inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product wai7•anties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limitedto:
a. Physical examples of the Worlc such as:
1) Sections of manufactured or fabricated Worlc
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Worlc
Do not start Worlc requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accornplish conformity.
3. Complete project Work, materials, fabrication, and instailations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for elect�•onic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designatedproject directoiy andnotify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directoiy and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised August 30, 2013
013300-5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Dist�ibuted to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
Dist�•ibute 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 Cont�actor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All rislcs of error and omission are assumed by the Cont�actor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabricationprocesses,
for techniques of assembly and for perfoi7ning 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 invoive a change in Contract Price or time for
perfozmance, 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 Libeity Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised August 30, 2013
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, ail notations and cornments must be incoiporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and coinments 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 incoiporated 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 Ciry 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 differentmanufacturer/vendor
to meet the Cont�•act Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marlced with revision triangle or other similar method
a) At Contractor's rislc 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 Contractar reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubinission 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 marlc 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 Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised August 30, 2013
013300-7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may cariy out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Quali�cations
1. If specifically required in other Sections of these Specifications, submit aP.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional infoimation
a. Clarification or intetpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
111 FIELD [SITE] CONDITIONS [NOT USED]
112 WARRANTY [NOT USED]
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised August 30, 2013
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised August 30, 2013
O1 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION Ol 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection seivices 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 Requu•ements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for perfoi�rning, 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 �rst Quality Assurance test performed by the City fails, the
Cont�-actor 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 requiredpayments
for testing by Cont�actor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accardance with the Cont�•act 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,
sufiiciently in advance, that testing will be perfonned.
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 Liberty Trails Pliase 4
STANDARD CONSTRUCTION 3PECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised March 20, 2020
O1 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of2
2) Upload test reports to designated project directoiy 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 ProjectRepresentative
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 Cont�•act Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magana �emoved reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised March 20, 2020
ols000-i
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of4
SECTION Ol 50 00
TEMPORAIZY FACILITIES AND CONTROLS
PART 1 - GENERAL
11 SUMMARY
A. Section Includes:
Provide temporaiy facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utiiities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporaiy fencing of the construction site
B. Deviations from this City of Fort Worth Standard Speciiication
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Foi7ns 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 subsidiaiy to the various Items bid.
No separate payment will be aliowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATNE REQUIREMENTS
A. Temporary Utilities
Obtaining Temporaiy Service
a. Make arrangements with utility setvice companies for temporaiy services.
b. Abide by rules and regulations of utility seivice companies or authorities
having jurisdiction.
c. Be responsibie for utility service costs until Worlc 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 Worlc to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Worlc.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised JIJLY 1, 2011
015000-2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain conshuction water ineter fi•om City for payment as billed by City's
estabiished rates.
3. Electricity and Lighting
a. Provide and pay for electric powered seivice 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 seivice or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone seivice at Site for use by Cont�actorpersonnel
and others perfoiming work or furnishing services at Site.
5. Temporaty Heat and Ventilation
a. Provide temporaty heat as necessary for protection or completion of Worlc.
b. Provide temporaiy 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 ofhealth.
2. Enforce use of sanitaiy facilities by construction personnel at job site.
a. Enclose and anchor sanitaiy facilities.
b. No discharge will be allowed from these facilities.
c. Coilect and store sewage and waste so as not to cause nuisance or health
probiem.
d. Haul sewage and waste off-site at no less than weelcly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Worlc Site and lceep 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 inventoiy.
4. Equip building with lockable doors and lighting, and provide electrical seivice for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporaiy structures to provide drainage away from
temporazy and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporaiy Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised 7ULY 1, 2011
015000-3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration oftl�e
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damagedue
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
L12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED)
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
311 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR0IECTS City Project No.: 103357
Revised JULY 1, 2011
O1 5000-4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised JULY 1, 2011
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
SECTION O1 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
l.l SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. St�•eet Use Permit
b. Modi�cation of approved traffic control
c. Removal of Street Signs
B. Deviations fiom this City of Fort Woz-th Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract ForYns and Conditions of the Cont�•act
2. Division 1— General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Contr-ol in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 worlcing days for review of proposed Traffic Controi.
B. Street Use Permit
Prior to installation of Traffic Control, a City St�•eet Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised 7uly 1, 2011
015526-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 worlcing days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traf�c Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Worlcs Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that const�-uction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary signmeeting
requirements of the latest edition of the Texas Manual on Uniform Traf�c Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstailed, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traf�c Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
110 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS Ciry Project No.: 103357
Revised July 1, 2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFICCONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised 7uly 1, 2011
015713-1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
SECTION O1 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations fi•om this City of Fort Wor•th Standard Specification
1. None.
C. Related Speci�cation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 31 25 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Consttuction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Const�uction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the cun-ent reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwatei• Pollution Prevention Plan.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised 7uly 1, 2011
015713-2
DAP STORM WATER POLLUTIONPREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment conttol in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is r•equired
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Sinall 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 Worlcs, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Poilutant Discharge Elimination System (TPDES) General Const�uction
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 31 25 00
b) The Drawings
c) TXR150000 General Peimit
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 Transpar-tation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
Submit in accordance with Section O1 33 00, except as stated herein.
a. Prior to the Preconst�liction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will fottivard to the City Department of
Transportation and Public Works, Environmental Division forreview
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised Ju(y 1, 2011
015713-3
DAP STORM WATER POLLUTIONPREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED�
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH Liberty Trails Phase 4
STANDAF2D CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised July 1, 2011
O l 60 00
DAP PRODUCT REQUIREMENTS
Page I of 2
SECTION O1 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL.
1.1 SUMMARY
A. Section Includes:
References for Pi•oduct Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Foims and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
https•//apps fortworthtexas.gov/ProjectResources/ and following the directoiy
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The Ciry reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products fi-om that manufacturer are approved for use, including but not limited to, that
manufacturei's standard product.
D. See Section O 1 33 00 for submittal requirements of Product Data included on City's
Standard Product List.
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]
CI'I'Y OF FORT WORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised March 20, 2020
oi �000
DAP PRODUCT REQUIREMENTS
Page 2 of 2
110 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised March 20, 2020
01 66 00 - I
DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS
Page 1 of4
SECTION O1 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage fi�om:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiaiy to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timelyinstallation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Deliveiy trucics will not be peimitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constiucted to protect the contents from physical or
environmental damage.
5. Clearly and fully marlc and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's inst�uctions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Cont�act Documents and
manufacturer's recommendations and instructions.
C. Storage Requiretnents
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Speci�cations.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Worlc or existing facilities and to maintain free access at
all times to all parts of Worlc and to utility seivice company installations in
vicinity of Work.
3. Keep materials and equipment neatiy and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Rest�-ict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or� approved by City's ProjectRepresentative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control ofpremises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stacic materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and generai public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH LiUerty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
O] 6600-3
DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
112 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect ail products or equipment delivered to the site prior to unloading.
B. Non-Conforming Worlc
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory far use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and lceep thoroughly dry if required by
the manufacturer.
313 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No.: 103357
Revised Apri17, 2014
O1 70 00 - I
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of4
SECTION O1 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractar's personnel, equipment, and operating supplies
to the Site
2) Estabiishment of necessaty generai 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 disassembiy
2) Site Clean-up
3) Removal of all buildings and/ar 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 specificaliy required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
suppiies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessaty to suspend the Work.
b) Site Clean-up as designated in the Cont�•act Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessaty to resume the Work.
b) Establislunent of necessaty general facilities for the Contractor's
operation at the Site necessaty 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 Worlc.
b) Stand-by or idle time
c) Lost profits
Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
oi �000-z
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Woric Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Worlc Order.
b) Establishment of necessaiy general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessaiy for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Worlc Order
c) Removal of all buiidings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this Ciry of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Fozms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work perfoi�rned and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in theContract
Documents
a. Measurement
1) Measurement for this Item shall be per each i�emobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of4
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Cont�•act Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be far- each Mobilization and
Demobilization required by the Cont�•act Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measm•ement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be fbr each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accardance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be inade for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS (NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of4
l.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
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJ�CTS City Project No.: 103357
Revised April 7, 2014
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. See Changes (Highlighted in Yellow). 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) This Item is considered subsidiary to the various Items bid. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
Item are subsidiary to the various Items bid and no other compensation will 19
be allowed. 20
2. Construction Survey 21
a. Measurement 22
1) This Item is considered subsidiary to the various Items bid. 23
b. Payment 24
1) The work performed and the materials furnished in accordance with this 25
Item are subsidiary to the various Items bid and no other compensation will be 26
allowed. 27
3. As-Built Survey 28
a. Measurement 29
1) This Item is considered subsidiary to the various Items bid. 30
b. Payment 31
1) The work performed and the materials furnished in accordance with this 32
Item are subsidiary to the various Items bid and no other compensation will be 33
allowed. 34
35
36
37
38
39
40
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
1.3 REFERENCES 1
A. Definitions 2
1. Construction Survey - The survey measurements made prior to or while 3
construction is in progress to control elevation, horizontal position, dimensions and 4
configuration of structures/improvements included in the Project Drawings. 5
2. As-built Survey –The measurements made after the construction of the 6
improvement features are complete to provide position coordinates for the features 7
of a project. 8
3. Construction Staking – The placement of stakes and markings to provide offsets 9
and elevations to cut and fill in order to locate on the ground the designed 10
structures/improvements included in the Project Drawings. Construction staking 11
shall include staking easements and/or right of way if indicated on the plans. 12
4. Survey “Field Checks” – Measurements made after construction staking is 13
completed and before construction work begins to ensure that structures marked on 14
the ground are accurately located per Project Drawings. 15
B. Technical References 16
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19
on City’s Buzzsaw website). 20
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22
Surveying in the State of Texas, Category 5 23
24
1.4 ADMINISTRATIVE REQUIREMENTS 25
A. The Contractor’s selection of a surveyor must comply with Texas Government 26
Code 2254 (qualifications based selection) for this project. 27
1.5 SUBMITTALS 28
A. Submittals, if required, shall be in accordance with Section 01 33 00. 29
B. All submittals shall be received and reviewed by the City prior to delivery of work. 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31
A. Field Quality Control Submittals 32
1. Documentation verifying accuracy of field engineering work, including coordinate 33
conversions if plans do not indicate grid or ground coordinates. 34
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36
37
1.7 CLOSEOUT SUBMITTALS 38
B. As-built Redline Drawing Submittal 39
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1
constructed improvements signed and sealed by Registered Professional Land 2
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3
– Survey Staking Standards) . 4
2. Contractor shall submit the proposed as-built and completed redline drawing 5
submittal one (1) week prior to scheduling the project final inspection for City 6
review and comment. Revisions, if necessary, shall be made to the as-built redline 7
drawings and resubmitted to the City prior to scheduling the construction final 8
inspection. 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. Construction Staking 12
1. Construction staking will be performed by the Contractor. 13
2. Coordination 14
a. Contact City and Developer’s Project Representative at least one week in 15
advance notifying the City of when Construction Staking is scheduled. 16
b. It is the Contractor’s responsibility to coordinate staking such that 17
construction activities are not delayed or negatively impacted. 18
3. General 19
a. Contractor is responsible for preserving and maintaining stakes. If City 20
surveyors or Developer’s Project Representative are required to re-stake for 21
any reason, the Contractor will be responsible for costs to perform staking. If 22
in the opinion of the City, a sufficient number of stakes or markings have been 23
lost, destroyed disturbed or omitted that the contracted Work cannot take place 24
then the Contractor will be required to stake or re-stake the deficient areas. 25
B. Construction Survey 26
1. Construction Survey will be performed by the Contractor. 27
2. Coordination 28
a. Contractor to verify that horizontal and vertical control data established in the 29
design survey and required for construction survey is available and in place. 30
3. General 31
a. Construction survey will be performed in order to construct the work shown 32
on the Construction Drawings and specified in the Contract Documents. 33
b. For construction methods other than open cut, the Contractor shall perform 34
construction survey and verify control data including, but not limited to, the 35
following: 36
1) Verification that established benchmarks and control are accurate. 37
2) Use of Benchmarks to furnish and maintain all reference lines and grades 38
for tunneling. 39
3) Use of line and grades to establish the location of the pipe. 40
4) Submit to the City copies of field notes used to establish all lines and 41
grades, if requested, and allow the City to check guidance system setup prior 42
to beginning each tunneling drive. 43
5) Provide access for the City, if requested, to verify the guidance system and 44
the line and grade of the carrier pipe. 45
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
6) The Contractor remains fully responsible for the accuracy of the work and 1
correction of it, as required. 2
7) Monitor line and grade continuously during construction. 3
8) Record deviation with respect to design line and grade once at each pipe 4
joint and submit daily records to the City. 5
9) If the installation does not meet the specified tolerances (as outlined in 6
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7
the installation in accordance with the Contract Documents. 8
C. As-Built Survey 9
1. Required As-Built Survey will be performed by the Contractor. 10
2. Coordination 11
a. Contractor is to coordinate with City to confirm which features require as-12
built surveying. 13
b. It is the Contractor’s responsibility to coordinate the as-built survey and 14
required measurements for items that are to be buried such that construction 15
activities are not delayed or negatively impacted. 16
c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17
to physically measure depth and mark the location during the progress of 18
construction and take as-built survey after the facility has been buried. The 19
Contractor is responsible for the quality control needed to ensure accuracy. 20
3. General 21
a. The Contractor shall provide as-built survey including the elevation and 22
location (and provide written documentation to the City) of construction 23
features during the progress of the construction including the following: 24
1) Water Lines 25
a) Top of pipe elevations and coordinates for waterlines at the following 26
locations: 27
(1) Minimum every 250 linear feet, including 28
(2) Horizontal and vertical points of inflection, curvature, 29
etc. 30
(3) Fire line tee 31
(4) Plugs, stub-outs, dead-end lines 32
(5) Casing pipe (each end) and all buried fittings 33
2) Sanitary Sewer 34
a) Top of pipe elevations and coordinates for force mains and siphon 35
sanitary sewer lines (non-gravity facilities) at the following locations: 36
(1) Minimum every 250 linear feet and any buried fittings 37
(2) Horizontal and vertical points of inflection, curvature, 38
etc. 39
3) Stormwater – Not Applicable 40
b. The Contractor shall provide as-built survey including the elevation and 41
location (and provide written documentation to the City) of construction 42
features after the construction is completed including the following: 43
1) Manholes 44
a) Rim and flowline elevations and coordinates for each manhole 45
2) Water Lines 46
a) Cathodic protection test stations 47
b) Sampling stations 48
c) Meter boxes/vaults (All sizes) 49
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
d) Fire hydrants 1
e) Valves (gate, butterfly, etc.) 2
f) Air Release valves (Manhole rim and vent pipe) 3
g) Blow off valves (Manhole rim and valve lid) 4
h) Pressure plane valves 5
i) Underground Vaults 6
(1) Rim and flowline elevations and coordinates for each 7
Underground Vault. 8
3) Sanitary Sewer 9
a) Cleanouts 10
(1) Rim and flowline elevations and coordinates for each 11
b) Manholes and Junction Structures 12
(1) Rim and flowline elevations and coordinates for each 13
manhole and junction structure. 14
4) Stormwater – Not Applicable 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY 18
PART 2 - PRODUCTS 19
A. A construction survey will produce, but will not be limited to: 20
1. Recovery of relevant control points, points of curvature and points of intersection. 21
2. Establish temporary horizontal and vertical control elevations (benchmarks) 22
sufficiently permanent and located in a manner to be used throughout construction. 23
3. The location of planned facilities, easements and improvements. 24
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25
areas, utilities, streets, highways, tunnels, and other construction. 26
b. A record of revisions or corrections noted in an orderly manner for reference. 27
c. A drawing, when required by the client, indicating the horizontal and vertical 28
location of facilities, easements and improvements, as built. 29
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30
construction staking projects. These cut sheets shall be on the standard city template 31
which can be obtained from the Survey Superintendent (817-392-7925). 32
5. Digital survey files in the following formats shall be acceptable: 33
a. AutoCAD (.dwg) 34
b. ESRI Shapefile (.shp) 35
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36
standard templates, if available) 37
6. Survey files shall include vertical and horizontal data tied to original project 38
control and benchmarks, and shall include feature descriptions 39
PART 3 - EXECUTION 40
3.1 INSTALLERS 41
01 71 23 - 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
A. Tolerances: 1
1. The staked location of any improvement or facility should be as accurate as 2
practical and necessary. The degree of precision required is dependent on many 3
factors all of which must remain judgmental. The tolerances listed hereafter are 4
based on generalities and, under certain circumstances, shall yield to specific 5
requirements. The surveyor shall assess any situation by review of the overall plans 6
and through consultation with responsible parties as to the need for specific 7
tolerances. 8
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10
1.0 ft. tolerance. 11
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13
walkways shall be located within the confines of the site boundaries and, 14
occasionally, along a boundary or any other restrictive line. Away from any 15
restrictive line, these facilities should be staked with an accuracy producing no 16
more than 0.05ft. tolerance from their specified locations. 17
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18
electric lines, shall be located horizontally within their prescribed areas or 19
easements. Within assigned areas, these utilities should be staked with an 20
accuracy producing no more than 0.1 ft tolerance from a specified location. 21
e. The accuracy required for the vertical location of utilities varies widely. Many 22
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23
should be maintained. Underground and overhead utilities on planned profile, 24
but not depending on gravity flow for performance, should not exceed 0.1 ft. 25
tolerance. 26
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27
specifications or in compliance to standards. The City reserves the right to request a 28
calibration report at any time and recommends regular maintenance schedule be 29
performed by a certified technician every 6 months. 30
1. Field measurements of angles and distances shall be done in such fashion as to 31
satisfy the closures and tolerances expressed in Part 3.1.A. 32
2. Vertical locations shall be established from a pre-established benchmark and 33
checked by closing to a different bench mark on the same datum. 34
3. Construction survey field work shall correspond to the client’s plans. Irregularities 35
or conflicts found shall be reported promptly to the City. 36
4. Revisions, corrections and other pertinent data shall be logged for future reference. 37
38
3.2 EXAMINATION [NOT USED] 39
3.3 PREPARATION [NOT USED] 40
3.4 APPLICATION 41
3.5 REPAIR / RESTORATION 42
A. If the Contractor’s work damages or destroys one or more of the control 43
monuments/points set by the City or Developer’s Project Representative, the monuments 44
shall be adequately referenced for expedient restoration. 45
01 71 23 - 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
1. Notify City or Developer’s Project Representative if any control data needs to be 1
restored or replaced due to damage caused during construction operations. 2
a. Contractor shall perform replacements and/or restorations. 3
b. The City or Developer’s Project Representative may require at any time a 4
survey “Field Check” of any monument or benchmarks that are set be verified 5
by the City surveyors or Developer’s Project Representative before further 6
associated work can move forward. 7
3.6 RE-INSTALLATION [NOT USED] 8
3.7 FIELD [OR] SITE QUALITY CONTROL 9
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10
City or Developer’s Project Representative in accordance with this Specification. This 11
includes easements and right of way, if noted on the plans. 12
B. Do not change or relocate stakes or control data without approval from the City. 13
3.8 SYSTEM STARTUP 14
A. Survey Checks 15
1. The City reserves the right to perform a Survey Check at any time deemed 16
necessary. 17
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18
relieve the contractor of his/her responsibility for accuracy. 19
20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised February 14, 2018
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
1
017423-1
DAP CLEANING
Page 1 of 4
SECTION O1 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Worlc not including special cleaning of closed
systems speci�ed elsewhere
B. Deviations from this City of Fort Worth Standard Speciiication
1. None.
C. Related Speci�cation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Wark associated with this Item is considered subsidiaiy to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATNE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
110 STORAG�, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised Aprit 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WAI2RANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
31 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
310 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as minerai spirits, oil or paint thinner in
stor�rn or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatoiy agencies.
CITY OF FORT WORTH LiUerty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Worlc and equipment associated with
this project.
8. Remove all signs of temporaty construction and activities incidental to construction
of required pennanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reseives the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris andrubbish.
3. Confine construction debris daily in strategicaily located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul fiom site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to stoim events, thar•oughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disiupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control fr�om site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
O 1 74 23 - 4
DAP CLEANING
Page 4 of4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised Apri17, 2014
017719-1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
SECTION O1 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
11 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
l. 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 subsidiaiy to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until ail guarantees, bonds,
certificates, licenses and affidavits required for Worlc or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted untii satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Liberty Trails Pl�ase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOTUSED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARA.TION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section O1 78 39
2. Operation and Maintenance Data, if required, in accordance with Section O 1 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accoi•dance with Section
O1 74 23.
C. FinalInspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will malce an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective ar incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy de�ciencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Worlc associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will malce a subsequent
Final Inspection of the project.
4. Provide all speciai accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limitedto:
a. Speci�ed spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
£ Vauit keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of3
1. Once the City Project Representative finds the War'Ic subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (GreenSheet).
E. Suppoi�ting Documentation
1. Coordinate with the City Project Representative to complete the following
additional fonns:
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)
£ Contractor's Evaluation of City
g. Perfoi�rnance 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 [ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
310 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
314 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
017823-I
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
SECTION O1 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
l.l SUMMARY
A. Section Includes:
1. Product data and related information appropriate for Ciry's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiaty to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final for�rn to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section O1 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by Citypersonnel.
2. Format
a. Size: 8 1/2 inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH Liberiy Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised Apri17, 2014
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATINGAND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identiry 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
groupmgs.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, at7anged 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 pai�t installed
2) Clearly identify data applicabie to installation
3) Delete refer•ences to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessazy 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 Pi•oject 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 Libeiiy Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised Apri17, 2014
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each watY•anry, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
Content, for moisture protection and weather exposureproducts:
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, cont�•ol, 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
£ Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stociced as spare pai-ts
g. As installed control diagrams by controls manufacturer
h. Each cont�•actor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH Liberiy Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
017823-4
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 rnaintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electt�ic 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 nomenciature 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 "t�•ouble 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.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of describedproducts
2. Slcilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
O1 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
110 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
8/31/2012 D. Johnson 1.S.A.1 — title of section removed
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH LiUerty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page I of 4
SECTION O1 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
l.l SUMMARY
A. Section Includes:
Worlc associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitaiy Sewer Service Reports
d. Large Water Meter Reports
B. Deviations fiom this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
l. Thoroughly coordinate changes within the Record Documents, malcing adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such ent�•y is required to show the change properly.
2. Accuracy of records shali be such that future search for items shown in the Contract
Docuinents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH Liberty Tiails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWAItDED PR07ECTS City Project No.: 103357
Revised April 7, 2014
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
infoi7nation that the change has occurred.
4. Provide factual information regarding all aspects of the Worlc, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measureinent, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the �nal Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide 1•eplacements to the standards originally required bythe
Contract Documents.
111 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising theContract.
B. Final Record Documents
1. At a time nearing the completion of the Worlc and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
31 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents witl� the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised April 7, 2014
01 78 39 - 3
DAP PR07ECT RECORD DOCUMENTS
Page 3 of4
2,. PI'0501'VatiOri
a. Considei7ng the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new ent�ies and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any puipose except ent�•y of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site ofworle.
3. Coordination with Construction Survey
a. At a minimum cleariy maric any deviations fi•om Contract Documents
associated with installation of the infi•astructur•e.
4. Making entries on Drawings
a. Record any deviations from Contract Docmnents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describethe
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the ent�y by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical ai7-angement is determined by the Contractar, subject tothe
City's approvai.
2) However, design of future modi�cations of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical ar-�angement is determined by the Contractor, subject tothe
City's approval.
2) Show, by symbol or note, the vertical location of the Item (°under slab", "in
ceiling pienum", "exposed", and the lilce).
3) Make all identification sufficiently descriptive that it may berelated
reliably to the Specifications.
c. The Ciry may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion seives no usefui putpose. However,
do not rely upon waivers being issued except as speci�cally issued in writing
by the City.
B. Final Project Record Documents
Transfer of data to Drawings
a. Carefully t�•ansfer change data shown on the job set of Record Drawings to the
coi�responding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a"cloud" around the area or areas
affected.
CITY OF FORT WORTH Liberty Trails Phase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS City Project No.: 103357
Revised Apri( 7, 2014
017839-4
DAP PROJECT RECORD DOCUMENTS
Page 4 of4
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been kept clean during progress of
the Worlc, 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 �nal
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document fi-om the City at the City's usual charge for reproduction and
handling, and carefiilly 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 [ou] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
310 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 VJORTH Liberty Trails Pliase 4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No.: 103357
Revised Apri17, 2014
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 09, 2021
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021