HomeMy WebLinkAboutContract 57297-PM1CSC No. 57297-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 6
CITY OF FORT WORTH RISINGER PROFESSIONAL PLAZA
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102604
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 6
CITY OF FORT WORTH RISINGER PROFESSIONAL PLAZA
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102604
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
“NONE”
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 6
CITY OF FORT WORTH RISINGER PROFESSIONAL PLAZA
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102604
Revised March 20, 2020
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s website at:
http://fortworthtexas.gov/tpw/contractors/
or
https://apps.fortworthtexas.gov/ProjectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
26 05 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi-Duct Conduit 02/26/2016
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH RISINGER PROFESSIONAL PLAZA
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102604
Revised March 20, 2020
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
32 17 23 Pavement Markings 11/22/2013
32 17 25 Curb Address Painting 11/04/2013
32 31 13 Chain Fences and Gates 12/20/2012
32 31 26 Wire Fences and Gates 12/20/2012
32 31 29 Wood Fences and Gates 12/20/2012
32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018
32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012
32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 12/20/2012
33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Corrosion Control Test Stations 12/20/2012
33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012
33 04 30 Temporary Water Services 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Sewer Mains 12/20/2012
33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016
33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade 12/20/2012
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 05 20 Auger Boring 12/20/2012
33 05 21 Tunnel Liner Plate 12/20/2012
33 05 22 Steel Casing Pipe 12/20/2012
33 05 23 Hand Tunneling 12/20/2012
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013
33 05 26 Utility Markers/Locators 12/20/2012
33 05 30 Location of Existing Utilities 12/20/2012
33 11 05 Bolts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile Iron Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012
33 11 14 Buried Steel Pipe and Fittings 12/20/2012
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH RISINGER PROFESSIONAL PLAZA
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102604
Revised March 20, 2020
33 12 50 Water Sample Stations 12/20/2012
33 12 60 Standard Blow-off Valve Assembly 06/19/2013
33 31 12 Cured in Place Pipe (CIPP) 12/20/2012
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A – Controller Cabinet 12/18/2015
34 41 10.02 Attachment B – Controller Specification 02/2012
34 41 10.03 Attachment C – Software Specification 01/2012
34 41 11 Temporary Traffic Signals 11/22/2013
34 41 13 Removing Traffic Signals 12/20/2012
34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013
34 41 16 Pedestrian Hybrid Signal 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015
34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 Aluminum Signs 11/12/2013
34 41 50 Single-Mode Fiber Optic Cable 02/26/2016
34 71 13 Traffic Control 11/22/2013
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH RISINGER PROFESSIONAL PLAZA
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102604
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
RISINGER PROFESSIONAL PLAZA
CPN 102604
RISINGER PROFESSIONAL PLAZA
CPN 102604
RISINGER PROFESSIONAL PLAZA
CPN 102604
RISINGER PROFESSIONAL PLAZA
CPN 102604
RISINGER PROFESSIONAL PLAZA
CPN 102604
XXXXXX (R6-1R)
RISINGER PROFESSIONAL PLAZA
CPN 102604
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[?r�f' l�REpifALIfICA i'[ON 5'iA TL•AiL N"I"
Page I nf I
SECTIClN 00 �5 12
DAP—PREQL]ALIPICA3'IOIV STATEMENT
Each Sidrler is rec�uired to complete the itifvrmation belo��+ [�y identifyin� the prequalifed s:s�ittractors
andlar siibcontraGtors whom ti7ey intend to utiliae far the m�jar �v�rk type(s) Iisted. !n the '`Maj�r_Wnrk
Type" t�ax ��ra�ide ti�e camplete inajo�� work ty�e azid a�tual des�ription as prn�ided hv t�ie Water
Qepar�tment fflz_water and sewer and TPW far pa�izl�
Major Wark 7�ype Contra�torl5�i�contr�ctUr Company Na�ne €'r�qtialiir�cation
�x iralio�i �ate
lh�'astewater Ne�4� D���elopn�enr �_ �lF�"��lf L illl:�If'!IC[I+.�II_ IIl+'. :I_ i{y_7(}`?�
f7pen Cut I. I[]'' ai�cl �ulcier'}:
11�'ater New De�elapment C�4,� n
C'u� { 8" .�nd i�rtci�� 1
Tlie undersi�ned here6y certities that tl�e coz;tra�tars andl�r subcontra�tors described in the tabie abo�e
are cun-ently prequal i fied far the wQ�•k types l isted.
SIDDER:
Ca[I-lar Constructic�n, 1nc.
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Meiissa. 'Cex�s 75�}�<}
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T1TL�: V;�e f'residzt�t
❑ATE: ]��nuar� 7. ?[i`?''
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STAHQARb CONSTRl1C7tON PftERl1ALIFICA7EON SFATEMENT —o�VE�oPER qWAH6Ep pROlECTS �0 45 2Z Prequalification Statement�al5 bAP
FoYm Ver5lon Sep[emhe� 1, 2(}15
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C[]N'rftACT�R CUMFf�lANCr WCT'H WORKER'S C�MPC:NSAT��N LAW
Pirrs��a�it to Texas Lahor C+�de SeGtiar� A��b.L195[a}, as ame�ided, Contractor certi�es that it
prfl��ides wor�er's cnmpensation insurarlce cavera�e 1or al! af its cmplayees empioyed on City
Project No. Ci � Pro'tGtNrr►n6er CPN I1126114. Contractor fiirther certifies ihat. �ui•suant to
T�sas L�bor Code. 5ectian ��5.t�9G��}, as amended, it will provide t� City its su�cotitra�tor's
certificates of cortiplian�e with warl;er's cnmpensation et�verage.
Ca1VTRACTUR:
Ca1Hat• C�nstrLi�tion. In�.
c�����,�y
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�y; Da�id Lippert
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Melissa, TX 7545� Title: V.P.
CitylStatel2ip {Please Prinf}
THE STATE aF TEXAS
CfltJh1�'Y ��' '1"ARRA]VT
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§
BEFCJRC MC, tl�e undersigned atEtl�nrity, on tl�is day personally appeared
D�VId L'tppeIrt . kno�vr� ta me ta be tIie pers�n whose name �s
subscriL�ed ta the f'orego�iig instriimeiii, and acktto�vledged to me tl�at I�elslie executed the sa��e as
the act and d�ed ❑f � t ��. �����clC�j-7� fo�- tlie puiposes and
uonsideratinn therein expresse[t and in the capacity theeein stated.
GIVEN UN�ER MY HAN❑ AND SCAi� [7�' �FF[CE this �t�1 day af
�anuary , 2�Z?
i��� �
Natary Public itt and or tl�� ate af Texas
END OF S�CT1�N
C'IT'Y t7F FC7i3']' WC]R'fi�
5 i ANaARD CUNS I RllC7'I�N SPEC2P1CAT3CJN bDCi]IVSE 1V75
Rcvised A�ril �_ "?[71 �
4.���r RFi0N0A GAY l.iGHTNER
r"�_��.'� 1it3L]fy 14 k753578h
,;:�1,: My Cnmmiss4on Expires
''�o T4` Alorth 9, 2U25
Ii15fA'GF.R PkOFh,SS'!C]N�lI, PLr!%r!
C!'N l�l�6lJd
iti7 ]2 �3 - I
❑eveloper A���arded Piujret Agrec�s3crit
I'a��e I �il'•4
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SECT[ON 00 S� �.3
AGR�GMENT
3 TH1S AGR�EMENT, at�tiio��ized oii ,ian�iary 7. ?U2.', is made by a���� bzt�vee�1 the De�eloper,
4 SMITHEHS MrRCHAN'F BLIILDERS, LP BY: SMITH�RS TRADIT[�NA�
5 B[][LD�;RS, LLC, GEN�RA� PARTIYER, aut��o�•i�ed to do E�iisiness in Te�as
G {•'De�eloper"} , and CalHc�r Constructios� is��„ aiitl�orized to do business in Texas, ac#in� l�y
7 and t�trau�ii its d��ly a�itliorizLd representative. {`•Contractor"},
� �e�elaper and ��ntra�tor, in cansirieratiosi oi'tlie m�itual co�cnants hereinaf�er set tarth, a�•ee
g as fallaws:
�n
Artirie 1. W�RK
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Cantt'acta�' sE�a�l �ai���lete all Wtrrk as speciEied oz- indit.ated in the Contra�t l�ocimies�ts for �liz
Project id�iititzed f�ereii7.
Article �. PRU,l�CT
The pr�ject for which the Work �n�de�- tiie Coi�tract llocuments n�ay be the who�e or anly a part
is �ei�e��ally des�i-i%ed as foilows:
iZ1SCiYGER PROFESSI[INAI, PLAZA
cPrr i�z�r�a, IPRC21-0060
Ar#irle 3. C�MTRACT TIME
?� 3. ] Time is af t�ie essence.
?1 a€1 time limits for Milestones, if any, and Final Acce�tanGe as stated i�i the Coiltract
22 Da�ui�ei�ts ai'e o� tlle essen�L ta tl�is Contract.
?3 3,�' Final A�cepta��ce.
24 T1�e. Wort: wi11 6e cam��ete to�� ��inal Acceptan�e within ,+riC�,' warl�i:zg days ai�ei- tl7c
25 date wlzen the Ca��ti•act Tiirtie ��m�nencis t�i run as pravided izS Paragraph t?.04 of [iie
ZG Standard City Cai}ditiotls oFtlie Canstr�ction Contract fnr CJe�elo�e3• Awarded Projects.
�7 .
?8 3.3 Liquidated damages
�9
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33
34
35
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37
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CnntractQr recogniaes that time is oi'ti�e esse�ice of this Agreement artd th3t De�lelop�r
wi�l st�ffer financial loss if tlle �1ark is nat completed witl�in i��e times spe�ified iri
Para�raph 3.2 abnve, plus any extension thereof allnwed in accordance with Artic:le 1 D nt'
£I�e 5ta�rdard �iEy Canditions af the Constructioi� Contract tvr Developer Award��
Prajects. �l��te C�3ttractoi� alsa recogtiizes t3te delays, expense and diffic�ilties in�olved i��
pro�ing in a iega� proceeding tlie acivai loss suffered by the Developer if the Work is i�nt
cQmple[zd on time. Accardin�fy, instead ❑#'re9uiring aiiy su�h praoF, Coniractor agrees
tliat as lic�uidated damages fo�� delay {but i�at as a�enalty}, Coi�tractu�• shaZl
pay Uz�ei�per <<�r�� ❑oliars {$[l.�lr�} iar each day t11at expiF-es 3fter tf�e tim� spe�i�ied
in Par2grapli 3.2 for Fina] Acceptance until tlie City issues tlze Final Letter of
A��eptance.
CTCY CJ�' FCJRT WL7f[ i!! RISIA�GER P12DFC5SIpA't1L NLtl�ri
5'7'ANf]A2� CON5TRL1CT1pN SPGCIi•'1CA77�N �aCU1VIE]Vi'S— DFVE.LC7PEk AWARI7Ei) PftdJ�t"FS C'Fr1' Ifl?60a
Re�ised Junr 16.2U1�
005243-2
Developer Awarded Project Agreement
Page 2 of 4
40 Article 4. CONTRACT PRICE
41 Developer agrees to pay Contractor for performance of the Work in accordance with the
42 Contract Documents an amount in current funds of eight hundred sixty nine thousand six
43 hundred forty two Dollars ($869,642.00).
44 Article 5. CONTRACT DOCUMENTS
45 5.1 CONTENTS:
46 A. The Contract Documents which comprise the entire agreement between Developer and
47 Contractor concerning the Work consist of the following:
48 L This Agreement.
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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 (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f, Power of Attorney for the Bonds
g. Worker's Compensation Af�idavit
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.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Ef�'ective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Pmceed.
b. Field Orders.
a Change Orders.
d. Letter of Final Acceptance.
C1TY OF FORT WORTH RISINGER PROFESSIONAL PLAZA
STANDARD CONS'C'RUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN /02604
Revised June 16, 2416
005243-3
Developer Awarded Project Agreement
Page 3 of 4
78 Article 6. INDEMNIFICATION
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6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
eapense, 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, licepses or invitees
under this contrac� This indemnitication uroviaion is specifically intended to operate
and be effective even if it,is alleeed or proven that all or some of the damages being
sou�ht were caused. in whole or in part, bv anv act, omission or neEligence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, ezpenses and legal fees incurred by the city in defending against such claims and
causes of acHons.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own ezpense,
the city, its officers, servants and employees, from and against any and all loss, damage
dr 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 o�cers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is st�ecificallv intended to ouerate and be effective even if it is alleged or
proven that all or some of the damaees being souEht were Caused. in whole or in part,
b�anv ac� omission or ne�li�ence of the citv.
Article 7. MTSCELLANEOUS
100 7.1 Terms.
101 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
102 the Construction Contract for Developer Awarded Projects.
103 7.2 Assignment of Contract.
104 This Agreement, including all of the Contract Documents may not be assigned by the
lU5 Contractor without the advanced express written consent of the Developer.
106 7.3 Successors and Assigns.
107 Developer and Contractor each binds itself, its partners, successors, assigns and legal
108 representatives to the other party hereto, in respect to all covenants, agreements and
109 obligations contained in the Contract Documents.
110 7.4 Severability.
111 Any provision or part of the Contract Documents held to be unconstitutional, void or
112 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
113 remaining provisions shall continue to be valid and binding upon DEVELOPER and
114 CONTRACTOR.
115 7.5 Governing Law and Venue.
116 This Agreement, including all of the Contract Documents is performable in the State of
117 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
118 Northern District of Texas, Fort Worth Division.
CTTY OF FORT WORTH RISING$R PROFESSIONAL PLAZA
STANDARb CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 102604
Revised June 16, 2016
[1{152 d3 - 4
!]eve�uprr A�Furcled Pruject Abrru�i�cnt
Yaee4nC�}
If D]
�?ti 7,6 �lutliority ta Sign.
I?1 �oF�tra�tor shaFl aita�l7 e�iden�e af a��th�rity to si�n A�reeznent, if otlzer than duly
l22 authoriced signatory Qf�the Contra�tor,
l23
I?4 IN W1`�'NESS Wf�ERE�F, ❑evelaper and Contra�tar have exe�zited chis Agreement in m�ilti�le
[ 2S �ounterparts,
I?G
1�7 T�is Agreement is e�1'ective as of the last date si�ied by the Parties ("Effecti�e ❑ate"�.
i28
Ca�ltractor:
�eveIoper:
�
F� : By:
(5ig��ature} [Sigiiature}
David Lippe2-t (Printed Na�ne}
Vi�e Pr�esident Title: p�'� .g i a� v��'
Ca1Har Can���a�7y natne: ,S�y:f�trS Iriercl'►an� $u�l�ers,i-P
Construction, Address:
I��c. Z I 7 Z� 11Qrotcr Oo 1:
'�� �r — . � 1s ••—""" - - —
Meiissa, Texas 754�4 CitylStatelZip: $AK A„�a�,Q'�� �,�
.fa�ivaiy 7, ?OZ? ..]aA�,ear� !2 � ZOZZ
Date
129
C[T1' L73' i=UAT WQRTH R1.5INGE12 PROFESSION.IL PL:1L�1
STANaARl7 CC3N5'1"IZUC'i 10N SP�CIFICATIdN D�C'LJMGNTS - L7EVEL�PER AWARDEa PR�lECTS CI'N f(1?6119
Re�ised lune IG, 2Ql�i
006213-1
PLRFORMANCE BOND
Pagc 1 of 3
1
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANI'
SECTION 00 62 13
PERFORMANCE BOND
BOND # 2327748
§
§ KNOW ALL BY 1'I�ESE PRESENTS:
§
7
That we, Ca1Har Construction, Inc., known as
g "Principal" herein and North American Specialty Insurance Company , a corporate
9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer,
11 SMITHERS MERCHANT BUILDERS, LP by: SMITHERS TRADITIONAL BUILDERS,
12 LLC, GENERAL PARTNER, authorized to do business in Texas ("Developer") and the City of
13 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, eight hundred sixty nine
14 thousand six hundred forty two Dollars ($869,642.00), lawful money of the United States, to be
15 paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be
16 made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs,
17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
18
19 �'�'��EREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community
20 Faeilities Agreement, CFA Number 21-0114;and
21
22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the 10th day of January , 20 22 , which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law; in the prosecution of the Work, including any Change
ZS Orders, as provided for in said Contract designated as RISINGER PROFESSIONAL PLAZA
26
27
CTTY OF FORT WORTH R/SINGER PROFESSIONAL PLAZA
STANDARD CITY CONDITIONS — DEVELOPI;R AWARDED PROJLCI'S CPN 102604
Revised January 31, 20! 2
0(16? 13 -'
P[:Rf=[]RMRNCI: E3i]ND
f'agc2al'1
n'I7W, `1'iTl:Rl:Ff)RE, thc ctaz�ditiazz r�Fthis oi�iigaticm is such that if thc said Prii�cipal
?
3
4
5
6
r�
shail failhEufly E��rCorin it obligatians under t�Ye Contract a��d shali i�� all respc�ts duly and
FaitlZ,fitlly p�rfonn Ihc Wr�rk, including ChaFigc Urdcrs, undcr tl�c C.oiitract, according to ti�c pla�ys,
s��ciFcatiaiis, a��d Gotltract doc�imcnis fh�r�in r�Ic�7-cd to, and as wcll dLirii�g any period ❑f
cxteiisio�7 af thc Caitfi-ac:t t�iat inay b� graz�t�d oii tlz� pait of lhc Dc�cIc�per andlor Ciiy, �I1C11 Li115
o6ligation s11a11 bc aF�d bcGnm� n�l� and �oid, �tl�crwisc ta rcmain in ii�ll Forc� and cffict.
P1�C7VIDED �'i]12T1-iER, ll�at if any �cgal �tctian 6� filcd nFi tliis i3ond, �enue shal] lic i�i
8 T'arra��t Couizty, "i'�xas csr ti�� Llnitcd 5tates District Coui�t far thc Narth�m Qistrict af `I'�xas, Port
9 Wnrtl� ❑i�isio��.
10
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43
`I'hi5 i�oizd is �ii�dc and cxccutc�l in c�mpliair�� witl� t�ic pra�isirn�s af C1iap#�r 2253 ❑�lhc
Tcxas Gaven�iz7ciil Cnde, as amcndcd, az�d all liabiliti�s nn tliis bond shall 6e tictcrmiiied iFi
accordanc� wilh tl�c provisians of said stattiie.
Il\' WITI�E55 WHF�T�QZ{, thc Principal and the 5�u-cty ��a�� SIGNED at�d SEELLE❑
this iiistrun��nt !�y duly avtl�nri�cd agcnts a�1d offi�crs un this ihc 1pth day �rf�
January , �0 22 .
ATTE3�: `�'' _ �
l r 1 --' ti
�i�lll pR�} SL'CI-Clal']� ` +r r -_
�
� I,
._�'l='�r:-�._
��-- '
�in�ss as t❑ P�ii�cipa!
FRI�fC.IPr1L:
CalHar C�nstruction, Inc.
BY: �. - ' �
5i�satu� �
David Lipp�rt, Vicc Presid�i7t
2138 Calha�� F]r-
M�lissa, Tcxas 75454
S [J ft3�:�'Y:
North American Specialty lnsuranca Company
.— -----_ .-��
BY:'�:� ���,_��•�L��- � ���-�
5i��aturc �
Qebra Lee Maan, Attorney-in-Fa�t
IVamc a�id Titic
Address: � �Q� Main St. Suite $��
Itansas City, Ma fi49�]
Cfl-Y �F FOl�'1' WC]F�'I'rl lt15'Irl'GL•Y� !'I2C)I��s551tJN.�11. !'1_; I� f
5'fANf]ARa Ci'!'Y CU�+llll'I'iUl`5 DIiVi:LpP[:fL AWAltf.11:f] f'ROJ�CI S ['!'N 1 f??60-I
Ac��i scd Jnnuary 3 i,?{1 I 2
[1[} 62 13 - �
f'f:RF(]It;vlRyCf F3rJ,ylJ
Pugr 3 uf 3
f
�
3
4
5
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lh�itness as tn 5urcty
� _.
�_
"�elep3zone �uznv�;
'ifi] 235-370�
7 *1Votc: �f'signcd �y �i�z c�ffi�cr ni'thc 5urcty Co�n}}a��y, tki�rc n��.�st bc c3n �lc a ccr�tificd cxtrart
S fro2» t�ac �y-]aws shnwiiig tl�at 11�is persnz7 lzas at�tliUrity ta sign sti�l� c}��i�atia��. If'
9 Surciy's f�l�ysical adc�ress is diff'crc��t ir�n-� its mailing address, L�otii �nust bc pro�i[�cd.
]�
i i �l�h� tlatc of thc }�nnd s�iai I 2iot �c priar t� t�1c dalc thc Contract is awardud.
1?
Cl'I'S' (li= F�UIZ'f WC]R�'H !il,1lh'CiL•Y� !'RO!•7:55'lUA':!1 1'I..Ir:i
5']�A�IL]AItFJ C'1I'Y C'(}NC]1�I�fUNS UliVi=LC3nI;Et RWAItC]i:i] f'RC]JL:C"i'S C.'Y�171f]?Cf]:!
Rc�iscd Jauuary 3l, 2t1�?
006214-1
PAYM�NT BOND
Page 1 of 3
1
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
18
19
THE STATE OF TEXAS
COUNTY OF TARRANT
7
SECTION 00 62 14
PAYMENT BOND
BOND # 2327748
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, Ca1Har Construction, Inc., known as "Principal" herein, and
North American Specialty Insurance Company , a corporate surety ( or
sureties if more than one), duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer,
SMITHERS MERCHANT BUILDERS, LP by: SMITHERS TRADITIONAL
BUILDER,S, LLC, GENERAL PARTNER, authorized to do business in Texas "(Developer"),
and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
sum of eight hundred sixty nine thousand six hundred forty two Dollars ($869,642.00), lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
payment of which sum well and truly be made jointly unto the Developer and the City as
dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, �rmly by these presents:
20 WHEREAS, Developer and City have entered into an Agreement for the construction of
21 community facilities in the City of Fort Worth, by and through a Community
22 Facilities Agreement, CFA Number 21-0114; and
23 WHEREAS, Principal has entered into a certain written Contract with
24 Developer, awarded the 10th day of January , 20 22 , which
25 Contract is hereby referred to and made a part hereof for all purposes as if fully set forth
26 herein, to furnish all materials, equipment, labor and other accessories as de�ned by law, in
27 the prosecution of the Work as pmvided for in said Contract and designated as
28 RISINGER PROFESSIONAL PLAZA.
C1TY OF FORT WORTH RISINGBR PROrESSIONAL PI,AZA
STANDARD C[TY CONDITIONS — DEVGLOPER AWARDf:D PROlECTS CPN 102604
Revised January 31, 2012
t�a r,z ia - �
nnru�i_��r �oN�
T'a�c2aC3
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3
4
4
6
7
8
9
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13
NUW, TIiEREi+ORE, T�i� CDN�I�1�iUN QP THIS 4�3LIGATI�]N is such that if
Pri��cipal shall pay ail 1�70i11CS awinA t❑ any �a»d all} paymcn# band bcncficia�y (as dc�incd ii�
Cl�aptcr 2253 nf'th� Tcx��s C�o�crnm�nt C�dc, as amcndcd} it� thc prfls��utinn ❑F thc Work widcr
tl�c Cnntract, then this abligatian shall bc aud bccc�ziic null and ��id; oihcrwisc to rc�naiz� in full
f�rcc aiid cff�ct.
T�zis 6c�i�d is inadc and exccuted in coi�z�liaizcc with tl�c provisio��s nf �Iiapter 2253 of� the
�i'cxas Gav�i`��z1�cilt Cadc, as ain�nded, and all liahiliti�s n�i LIZis Uand shal� hc d�tcrrnizi�d in
accnrdai�cc wit}� th� pr�o�isians o�said stati�tc.
II�i WITNESS WI�EREOF, ti�c Pri�7cipal a��d 5�ir�ty liavc cacf7 SIGNE❑ and SF11I_}�[]
this instrumcnt by duly authori�cd �gcnts and ❑Ffi�crs nn this thc 1�th day �F
January .2� 22 _
ATTLST':
-�-�... .. _.
��---
{�LliCf�'� SCCI'Ct1f�+ .�
���_.
Witncss as #0 5urety
1'I�1NCiY�1.L.:
�a I f�a r Consfructian, I nc.
---- — �—
SY: f . �
S ig�7atur� r
I7a�id Ligpci�t, Vicc P�-csidcnt
� 138 Calhar Ur.
Mclissa, �I'cxas 75454
suRr-_���v:
Narih American 5pecialty Insurance Company
�-
= ����� � ���
sv: , � �-- � �.
Signaturc
17�bra Lee Maan, Attorney-in-Fa�t
Na�n� ai�d "I'ii lc
llddress: 12Q0 Main 5t. Suit� S�0
Kansas City, M� 641 �5
Tcicp�innc Nu�nhcr: �81E]_235_37a�
CiI�Y C]t� I�C]lt'I- WUfti H
s-rn�nn�n crrY cor�o��rioNs n�;vi:i,orr.�t nwnRnr:n r�ea.rr;rrs
Rcvixd]ar�uary 31,?a12
IiI.S'IA�CiL"1� f'l�f31�7iS'S1C]Ni1L 1'1_r1%r1
['l'N Ir}�Gr}.1
006214-3
PAYMENT BOND
Page 3 of 3
1 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
2 bylaws showing that this person has authority to sign such obligation. If Surety's physical
3 address is different from its mailing address, both must be provided.
4
5 The date of the bond shall not be prior to the date the Contract is awarded.
6 END OF SECTION
CITY OF FORT WORTH RIS/NCF,R PROFESS/ONAL P/.AZA
STANDARD CITY CONDITIONS — DGVI'sLOPGR AWARDGD PROJECI'S CPN 102604
Revised January 31, 2012
006219- 1
MAINTCNANCE BOND
Page 1 of 3
1
2
3
4
5
6
7
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 62 19
MAINTENANCE BOND
BOND # 2327748
§
§ KNOW ALL BY THESE PRESENTS:
§
8 T'hat we Ca1Har Construction, Inc., known as
9 "Principal" herein and North American Specialty Insurance CompanV , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer,
12 SMITHERS MERCHANT BUILDERS, LP by: SMITHERS TRADITIONAL BUILDERS,
13 LLC, GENERAL PARTNER, authorized to do business in Texas ("Developer") and the City of
14 Fort Worth, a Texas municipal corporation ("City"), in the sum of eight hundred sixty nine
15 thousand six hundred forty two Dollars ($869,642.00), lawful money of the United States, to be
16 paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made
17 jointly unto the Developer and the City as dual obligees and their successors, we bind ouiselves,
18 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
19 presents.
20
21 WHEREAS, Developer and City have entered into an Agreement for the construction
22 of community facilities in the City of Fort Worth by and through a Community
23 racilities Agreement, CFA Number 21-0114; and
24 WHEREAS, the Principal has entered into a certain written contract with the Developer
25 awarded the 10th day of January , 20 22 , which Contract is
26 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
27 materials, equipment labor and other accessories as defined by law, in the prosecution of the
28 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
29 the "Work") as provided for in said Contract and designated as RISINGER PROFESSIONAL
30
31
PLAZA, and
CITY OF FORT WORTH R/SINGER PROFESSIONAL PLAZA
STANDARD CITY CONDITIONS — DEV�LOPGR AWARDrD PROJECTS CPN/02604
Revised January 31, 2012
006219-2
MAINTENANCG BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
2 accordance with the plans, specifications and Contract Documents that the Work is and will
3 remain free from defects in materials or workmanship for and during the period of two (2) years
4 after the date of Final Acceptance of the Wark by the City ("Maintenance Period"); and
5
6 WHEREAS, Principal binds itself to repair or reconstruct the Wark in whole or in part
7 upon receiving notice from the Developer and/or City of the need thereof at any time within the
8 Maintenance Period.
9
10 NOW THEREFORE, the condition of this obligation is such that if Principal shall
11 remedy any defective Work, for which timely notice was provided by Developer or City, to a
12 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
13 remain in full fo�e and effect.
14
15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
16 noticed defective Work, it is agreed that the Developer or City may cause any and all such
17 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
18 by the Principal and the Surety under this Maintenance Bond; and
19
20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
22 Worth Division; and
23
24 PROVIDED FURTHER, that this obligation shall be continuous in nature and
25 successive recoveries may be had hereon for successive breaches.
26
27
28
CITY OF FORT WORTH RIS/NGER PROFESS/ONAL PLAZA
STANDARD CITY CONDITIONS—DGVELOP�R AWARDED PRO]IiCTS CPN102604
Revised January 31, 2012
[1[} b"! 14 - 1
�1�3AlR' fl:hA�]C� f3[7NI]
Page 3 0l'3
1N WI7'NESS WI-II��Rh Dk, tlir Yrinci}�al and ti�c Surcty ha�c caclt SIGNrD and S�nLFD this
? ii�slrwnent by duly autiiori��c� a�cnis and officcrs Qn this lhc
3 January ---,'p 22
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A"fT S�T': ��l
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({�nc pal} 5errctaiy � �'
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�tzicss as to Pri�i�iF�al
ATTEST:
--- - _ ''�— - ����,
(5urety) Scc� et�.u;��
�.
Witness as to 5iu•cry
1 flth day af
PAINCIPEIL�
CalHar Canstruction, Inc.
BY; �. � � � �r� � -
5ignatur • �
Faa�id Lippert, Vicc Presidcnt
2 9 38 Cal har Ur.
Mciissa, 'Fcxtis 75454
SURETY:
Nar�h American 5pecialty Insuran�e Campany
' �� � `��,
�3Y:� � � G�����. t ����
- �= :
Signatur�
❑ebra Lee Moan, Attorney-in-Fa�#
Namc and Titl�
Addr�ss: 12Qa IUI�in St_ Suite 8d�}_
Kansas �itv, MO 649 G5
T�leghon� Nuinhcr: �$1� 235-37a0
*Nc�tc: If sigizcd by an afficcr QFtl�c Siir�ty Company, thcrc inust he on flc a�crtifi�d cxt�-act
{�ram tlie hy-laws showin� ii7at if�is persoz7 I�as aul�lority to si�n sL�cli ❑6ligatin��. If
5�ircty's plzysicai address is dif-Fcrent fi-orn its i��ailing address, }�oth traust I�� providid,
Tlic datc of t17� band shall tiot hc piior fo thc datc thc C:ozitract is awai-ded.
Ci�'Y C3}� Nglt'I' WDI�'CI� RI.51�1''Cilslf 1'1�C1!'7iS5lf]Nr1l. !'I,r!%rl
5'I�RNI7AftL] CI7'Y C{)N171'I'1L7N3 L31?VI'_LUI'I�ft AWnItf]f:f] PltUll?Cl'S cr��v �na�ra-�
Hc�isrd ]anuury 3!, fOiZ
SWISS RE CORPORATE SOLUTIONS
NORTH AMERICAN SPECIALTY INSURANCE COMPANY
WASHINGTON INTERNATIONAL INSURANCE COMPANY
WESTPORT INSURANCE CORPORATION
GENERAL POWER OF ATTORNEY
KNOW ALL M�N BY THESE PRES�NTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing
under laws of the State of New Hampshire, and having its principal office in the City of Kansas City, Missouri and Washington International
Insurance Company a cotporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City
of Kansas City, Missouri and Westport Insurance Corporation, or anized under the laws of the State of Missouri, and having its principal office in
the City of Kansas City, l�vlissouri, each does hereby make constitu�e and appoint:
JOHN WILLIAM NEWBY, TROY RUSSELL KEY, DEBRA LEF, MOON, ANDREA ROSE CRAWFORD, SANDRA LEE RONEY, SUZANNE ELIZABETH NIEDZWIE
CH�RI LYNN IRBY, JOSHUA D, TRITf AND COLIN �, CONLY JOINTLY OR SEVERALLY
Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and dced, bonds or other writings
obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by
law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the
amount of: '['WO iIUNDRED MILLION ($200,000,000.00) DOLLARS
This Power of Attomey is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of
Directors of North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held
on March 24, 2000 and Westport Insurance Corporation by written consent of its Executive Committee dated July 18, 2011.
"R�SOLV�D, that any rivo of the President, any Senior Vice President, any Vice President, any Assistant Vice President,
the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named
in the given Power of Attomey to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them
hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is
FURTHER R�SOLV�D, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any
certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures ar facsimile seal shall be
binding upon the Company when so affixed and in the future with regard to any bond, undertakin� or contract of surety to which it is attached."
�u T10N���a �����'^��.
�� bRPoi� �s� By �E���
�• G �.�G Stevcn P. Andcrson, Senior Vice Praidentuf Washinglun INernatinnal Insuranre Company �
�2 � S�L �� 8e Senior Vicr Presideqt of North Amerian Spedalty lnsuranco Company j �►t-, �
O? �� �� & Senior Vice Pre�idenl of Wesfport InsuranceCorpontion �� ���'���' ���
�'� n � l. ,� �� .��.
Z��'��4.t�. �.%�:�,\�aMhM_-� �i�
t�....!!i".`• 4
� z1�9f";.�' a ` +�
'.r � �� •
. /�'.�y... *� B�' .1 '�w�
"7
M,,,� Erik Jonssens, Senior Vice Praident of Washinglon lnternalional InSunnce Company *
& Seniar Viee Preaiden� af Norfh American Specialty In�unnce Company
& Seniar Vim President of We�tport Insurance Corporalian
IN WITNESS WHER�OF, North American Specialty Insurance Company, Washington International Insurance Company and Westport
Insurance Cotporation have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this
this 7th day of DEC�MBER 20 21
North American Specialty lnsurance Company
Washington lnternational lnsurance Company
State of Illinois Westport Insurance Corporation
County of Cook ss:
On this 7th day of DECEMBER 20 � l, before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of
Washington [nternational Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of
Westport Insurance Corporation and �rik Janssens Senior Vice President of Washington Intemational Insurancc Company and Senior Vice President
of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation, personally known to me, who
being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the
voluntary act and deed of their respective companies.
YASM� IN A. PAtEI ����%�;y���+� f✓t. t.•��
OPPICIAL SEAI.
� Not�ry PuWio, S��te ol Illino�s
�YComml�e[an Evpir��a . ,-.-�
� ►�+y 3a, zoxa
Yasmin A. Patel, Notary
I, Jeffrey Goldberg, the duly elected Senior Vice President and Assistant Secretary of North American Specialty Insurance Company, Washington
International Insurance Company and Westport Insurance Cotporation do hereby certify that the above and foregoing is a true and conect coay of a
Power of Attorney given by said North American Specialty Insurance Company, Washington International Insurance Gompany and Westport
Insurance Corporation which is still in full force and effect.
IN WI1'NESS WHEREOF, I have set my hand and affixed the seals of the Companies this lOth day of January 20 2�
�,���-��.:��r W;�.
� Je(1'rcy Goldbcrg, Scnior Vice President & Assistant Secremry of Washinglon Intometional Insumnce Company!
North American Specialty Insurance Company
Washington International Insurance Company
Westport Insurance Corporation
TEXAS CLAIMS INFORMATION
IMPORTANT N0710E ADVISO IMPORTANTE
In order to obtain information or make a complaint:
You may contact Jeffrey Goldberg, Vice President
— Claims at 1-800-338-0753
Para obtener informacion o para someter un queja:
Puede comunicarse con Jeffrey Goldberg, vice
President — Claims, al 1-800-338-0753
You may call Washington International Insurance
Company and/or North American Specialty Insurance
Compan�is and/or Westport Insurance Corporation
toll-free number for information or to make a
complaint at:
1-800-338-0753
You may also write to Washington International
Insurance Company and/or North American Specialty
Insurance Company and/or Westport Insurance
Corporation at the following address:
1200 Main Street
Suite 800
Kansas City, MO 64105
You may contact the Teacas Department of Insurance
to obtain information on companies, coverages,
rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P.O. Box 149104
Austin, TX 78714-9104
Fax: t512) 475-1771
Web: httn://www.tdi.ttate.tx.�c
Email: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES;
Should you have a dispute concerning your premium
or about a claim you should first contact the
Washington International Insurance Company and/or
North American Specialty Insurance Company and/or
Westport Insurance Corporation. 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
Usted puede Ilamr al numero de telefono gratis de
Washington International Insurance Company and/or
North American Specialty Insurance Compan�is and/or
Westport Insurance Corporation para informacion o
para someter una queja al:
1-800-338-0753
Usted tambien puede escribir a Washington
International Insurance Company and/or North
American Specialty Insurance Company and/or
Westport Insurance Corporation al:
1200 Main Street
Suite 800
Kansas City, MO 64105
Puede escribir al Departmento de Seguros de Texas
para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-2 52-3439
Puede escribir al Departmento de Seguros de Texas:
PA. Box 149104
Austin, TX 78714-9104
Fax: t512) 475-1771
Web: _h�jn://www.tdi.ctate.tx.�s
Email: ConsumerProtection@►tdi.state.txus
DISPUTAS SOBRE PRIMAS O RECLAMOS;
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el Washington
International Insurance Company and/or North
American Specialty Insurance Company and/or
Westport Insurance Corporation primero, Si no se
resuelve la disputa, puede entonces comunicarse
con el Departmento de Seguros de Texas.
UNA ESTE AVISO A SU POLIZA
Este aviso es solo para proposito de infromacion y no
se converte en parte o condicion del documento
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1)$1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2)$250,000 Bodily Injury per person
3)$500,000 Bodily Injury per accident /
4)$100,000 Property Damage
D.Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1.The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2.The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3.The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a.General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b.Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4.With respect to the above outlined insurance requirements, the following shall govern:
a.Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b.Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
NONE
NONE
NONE
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A.Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B.Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C.Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D.Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E.Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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STANDARD CITY CONDITIONS – 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 Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C.All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D.Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A.Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1.Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2.Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3.Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A.Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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1.within 10 days, City will schedule a Final Inspection with Contractor.
2.City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A.Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1.All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2.consent of the surety, if any, to Final Acceptance;
3.a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4.affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5.after all Damage Claims have been resolved:
a.directly by the Contractor or;
b.Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6.Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A.At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B.Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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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 indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A.Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1.delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2.delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B.Business address changes must be promptly made in writing to the other party.
C.Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
Risinger Professional Plaza
CPN 102604
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A.Section Includes:5
1.Summary of Work to be performed in accordance with the Contract Documents6
B.Deviations from this City of Fort Worth Standard Specification7
1.None.8
C.Related Specification Sections include, but are not necessarily limited to:9
1.Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract10
2.Division 1 - General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES 12
A.Measurement and Payment13
1.Work associated with this Item is considered subsidiary to the various items bid.14
No separate payment will be allowed for this Item.15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A.Work Covered by Contract Documents18
1.Work is to include furnishing all labor, materials, and equipment, and performing19
all Work necessary for this construction project as detailed in the Drawings and20
Specifications.21
B.Subsidiary Work22
1.Any and all Work specifically governed by documentary requirements for the23
project, such as conditions imposed by the Drawings or Contract Documents in24
which no specific item for bid has been provided for in the Proposal and the item is25
not a typical unit bid item included on the standard bid item list, then the item shall26
be considered as a subsidiary item of Work, the cost of which shall be included in27
the price bid in the Proposal for various bid items.28
C.Use of Premises29
1.Coordinate uses of premises under direction of the City.30
2.Assume full responsibility for protection and safekeeping of materials and31
equipment stored on the Site.32
3.Use and occupy only portions of the public streets and alleys, or other public places33
or other rights-of-way as provided for in the ordinances of the City, as shown in the34
Contract Documents, or as may be specifically authorized in writing by the City.35
a.A reasonable amount of tools, materials, and equipment for construction36
purposes may be stored in such space, but no more than is necessary to avoid37
delay in the construction operations.38
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
Risinger Professional Plaza
CPN 102604
Revised December 20, 2012
b.Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c.If the street is occupied by railroad tracks, the Work shall be carried on in such4
manner as not to interfere with the operation of the railroad.5
1)All Work shall be in accordance with railroad requirements set forth in6
Division 0 as well as the railroad permit.7
D.Work within Easements8
1.Do not enter upon private property for any purpose without having previously9
obtained permission from the owner of such property.10
2.Do not store equipment or material on private property unless and until the11
specified approval of the property owner has been secured in writing by the12
Contractor and a copy furnished to the City.13
3.Unless specifically provided otherwise, clear all rights-of-way or easements of14
obstructions which must be removed to make possible proper prosecution of the15
Work as a part of the project construction operations.16
4.Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,17
lawns, fences, culverts, curbing, and all other types of structures or improvements,18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or19
appurtenances thereof, including the construction of temporary fences and to all20
other public or private property adjacent to the Work.21
5.Notify the proper representatives of the owners or occupants of the public or private22
lands of interest in lands which might be affected by the Work.23
a.Such notice shall be made at least 48 hours in advance of the beginning of the24
Work.25
b.Notices shall be applicable to both public and private utility companies and any26
corporation, company, individual, or other, either as owners or occupants,27
whose land or interest in land might be affected by the Work.28
c.Be responsible for all damage or injury to property of any character resulting29
from any act, omission, neglect, or misconduct in the manner or method or30
execution of the Work, or at any time due to defective work, material, or31
equipment.32
6.Fence33
a.Restore all fences encountered and removed during construction of the Project34
to the original or a better than original condition.35
b.Erect temporary fencing in place of the fencing removed whenever the Work is36
not in progress and when the site is vacated overnight, and/or at all times to37
provide site security.38
c.The cost for all fence work within easements, including removal, temporary39
closures and replacement, shall be subsidiary to the various items bid in the40
project proposal, unless a bid item is specifically provided in the proposal.41
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
Risinger Professional Plaza
CPN 102604
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. 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 criteria or
defined by reference to 1 or more of the following:
a.Name of manufacturer
b. Name of vendor
c.Trade name
d. Catalog number
2.Substitutions are not "or-equals".
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Request for Substitution - General
1.Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a.When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a.Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604]
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A.See Request for Substitution Form (attached)
B.Procedure for Requesting Substitution
1. Substitution shall be considered only:
a.After award of Contract
b. Under the conditions stated herein
2.Submit 3 copies of each written request for substitution, including:
a.Documentation
1)Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a)Manufacturer's name
b) Telephone number and representative contact name
c)Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a)Size
b) Composition or materials of construction
c)Weight
d) Electrical or mechanical requirements
4) Product experience
a)Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c)Available field data and reports associated with proposed product
5)Samples
a)Provide at request of City.
b) Samples become the property of the City.
c.For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C.Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
4. Substitution will be rejected if:
a.Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c.In the Developer’s opinion, acceptance will require substantial revision of the
original design
d. In the City’s or Developer’s opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below: A.Will the undersigned contractor pay for changes to the building design, including engineeringand detailing costs caused by the requested substitution?
B.What effect does substitution have on other trades?
C.Differences between proposed substitution and specified item?
D.Differences in product cost or product delivery time?
E.Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B.Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a.If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B.Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a.The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a.Developer and Consultant
b. Contractor's project manager
c.Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
e.Other City representatives
f.Others as appropriate
4. Preliminary Agenda may include:
a.Introduction of Project Personnel
b. General Description of Project
c.Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e.Contract Time
f.Notice to Proceed
g.Construction Staking
h. Progress Payments
i.Extra Work and Change Order Procedures
j.Field Orders
k.Disposal Site Letter for Waste Material
l.Insurance Renewals
m.Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r.Legal Holidays
s.Trench Safety Plans
t.Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v.Storm Water Pollution Prevention Plan
w.Coordination with other Contractors
x. Early Warning System
y.Contractor Evaluation
z.Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc.Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii.Final Payment
jj. Questions or Comments
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
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
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Administrative and procedural requirements for:
a.Preconstruction Videos
B.Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a.Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
SECTION 01 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. Mock Ups
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2.Coordination of Submittal Times
a.Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a)Disapproval and resubmittal (if required)
b) Coordination with other submittals
c)Testing
d) Purchasing
e)Fabrication
f)Delivery
g)Similar sequenced activities
c.No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B.Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a.Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c.Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C.Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a.Field measurements
b. Field construction criteria
c.Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a.The Contractor's Company name
b. Signature of submittal reviewer
c.Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D.Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a.Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c.Product Data /Shop Drawings/Samples /Calculations
E.Submittal Content
1. The date of submission and the dates of any previous submissions
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
2. The Project title and number
3. Contractor identification
4. The names of:
a.Contractor
b. Supplier
c.Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F.Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a.Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c.Setting diagrams
d. Actual shopwork manufacturing instructions
e.Custom templates
f.Special wiring diagrams
g.Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i.As applicable to the Work
2. Details
a.Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G.Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a.Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
7)Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H.Samples
1.As specified in individual Sections, include, but are not necessarily limited to:
a.Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I.Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J.Submittal Distribution
1. Electronic Distribution
a.Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c.Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
a.Shop Drawings
1) Distributed to the City
2) Copies
a)8 copies for mechanical submittals
b) 7 copies for all other submittals
c)If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a)4 copies
c.Samples
1) Distributed to the Project Representative
2) Copies
a)Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a.Provide number of copies as directed by the City but not exceeding the number
previously specified.
K.Submittal Review
1.The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a.Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c.Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a.All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a.Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a)When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a)The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c.Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a)The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c)Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a)The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a.Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a)At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c.The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a.City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c.The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L.Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M.Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N.Request for Information (RFI)
1. Contractor Request for additional information
a.Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c.When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
01 33 00 - 8
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
01 35 13 - 1
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
A.Section Includes:
1. The procedures for special project circumstances that includes, but is not limited
to:
a.Coordination with the Texas Department of Transportation
b.Work near High Voltage Lines
c.Confined Space Entry Program
d.Air Pollution Watch Days
e.Use of Explosives, Drop Weight, Etc.
f.Water Department Notification
g.Public Notification Prior to Beginning Construction
h.Coordination with United States Army Corps of Engineers
i.Coordination within Railroad permits areas
j.Dust Control
k.Employee Parking
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2.Division 1 – General Requirements
3. Section 33 12 25 – Connection to Existing Water Mains 25
26
1.2 REFERENCES 27
A.Reference Standards28
1.Reference standards cited in this Specification refer to the current reference29
standard published at the time of the latest revision date logged at the end of this30
Specification, unless a date is specifically cited.31
2.Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.32
High Voltage Overhead Lines.33
3.North Central Texas Council of Governments (NCTCOG) – Clean Construction34
Specification35
1.3 ADMINISTRATIVE REQUIREMENTS 36
A.Coordination with the Texas Department of Transportation37
1.When work in the right-of-way which is under the jurisdiction of the Texas38
Department of Transportation (TxDOT):39
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
ARisinger Professional Plaza
CPN 102604
Revised August, 30, 2013
a.Notify the Texas Department of Transportation prior to commencing any work 1
therein in accordance with the provisions of the permit 2
b.All work performed in the TxDOT right-of-way shall be performed in3
compliance with and subject to approval from the Texas Department of4
Transportation5
B.Work near High Voltage Lines6
1.Regulatory Requirements7
a.All Work near High Voltage Lines (more than 600 volts measured between8
conductors or between a conductor and the ground) shall be in accordance with9
Health and Safety Code, Title 9, Subtitle A, Chapter 752.10
2.Warning sign11
a.Provide sign of sufficient size meeting all OSHA requirements.12
3.Equipment operating within 10 feet of high voltage lines will require the following13
safety features14
a.Insulating cage-type of guard about the boom or arm15
b.Insulator links on the lift hook connections for back hoes or dippers16
c.Equipment must meet the safety requirements as set forth by OSHA and the17
safety requirements of the owner of the high voltage lines18
4.Work within 6 feet of high voltage electric lines19
a.Notification shall be given to:20
1)The power company (example: ONCOR)21
a)Maintain an accurate log of all such calls to power company and record22
action taken in each case.23
b.Coordination with power company24
1)After notification coordinate with the power company to:25
a)Erect temporary mechanical barriers, de-energize the lines, or raise or26
lower the lines27
c.No personnel may work within 6 feet of a high voltage line before the above28
requirements have been met.29
C.Confined Space Entry Program30
1.Provide and follow approved Confined Space Entry Program in accordance with31
OSHA requirements.32
2.Confined Spaces include:33
a.Manholes34
b.All other confined spaces in accordance with OSHA’s Permit Required for35
Confined Spaces36
D.Use of Explosives, Drop Weight, Etc.37
1.When Contract Documents permit on the project the following will apply:38
a.Public Notification39
1)Submit notice to City and proof of adequate insurance coverage, 24 hours40
prior to commencing.41
2)Minimum 24 hour public notification in accordance with Section 01 31 1342
E.Water Department Coordination43
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August, 30, 2013
1.During the construction of this project, it will be necessary to deactivate, for a1
period of time, existing lines. The Contractor shall be required to coordinate with2
the Water Department to determine the best times for deactivating and activating3
those lines.4
2.Coordinate any event that will require connecting to or the operation of an existing5
City water line system with the City’s representative.6
a.Coordination shall be in accordance with Section 33 12 25.7
b.If needed, obtain a hydrant water meter from the Water Department for use8
during the life of named project.9
c.In the event that a water valve on an existing live system be turned off and on10
to accommodate the construction of the project is required, coordinate this11
activity through the appropriate City representative.12
1)Do not operate water line valves of existing water system.13
a)Failure to comply will render the Contractor in violation of Texas Penal14
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor15
will be prosecuted to the full extent of the law.16
b)In addition, the Contractor will assume all liabilities and17
responsibilities as a result of these actions.18
F.Public Notification Prior to Beginning Construction19
1.Prior to beginning construction on any block in the project, on a block by block20
basis, prepare and deliver a notice or flyer of the pending construction to the front21
door of each residence or business that will be impacted by construction. The notice22
shall be prepared as follows:23
a.Post notice or flyer 7 days prior to beginning any construction activity on each24
block in the project area.25
1)Prepare flyer on the Contractor’s letterhead and include the following26
information:27
a)Name of Project28
b)City Project No (CPN)29
c)Scope of Project (i.e. type of construction activity)30
d)Actual construction duration within the block31
e)Name of the contractor’s foreman and phone number32
f)Name of the City’s inspector and phone number33
g)City’s after-hours phone number34
2)A sample of the ‘pre-construction notification’ flyer is attached as Exhibit35
A.36
3)Submit schedule showing the construction start and finish time for each37
block of the project to the inspector.38
4)Deliver flyer to the City Inspector for review prior to distribution.39
b.No construction will be allowed to begin on any block until the flyer is40
delivered to all residents of the block.41
G.Public Notification of Temporary Water Service Interruption during Construction42
1.In the event it becomes necessary to temporarily shut down water service to43
residents or businesses during construction, prepare and deliver a notice or flyer of44
the pending interruption to the front door of each affected resident.45
2.Prepared notice as follows:46
a.The notification or flyer shall be posted 24 hours prior to the temporary47
interruption.48
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August, 30, 2013
b.Prepare flyer on the contractor’s letterhead and include the following 1
information:2
1)Name of the project3
2)City Project Number4
3)Date of the interruption of service5
4)Period the interruption will take place6
5)Name of the contractor’s foreman and phone number7
6)Name of the City’s inspector and phone number8
c.A sample of the temporary water service interruption notification is attached as9
Exhibit B.10
d.Deliver a copy of the temporary interruption notification to the City inspector11
for review prior to being distributed.12
e.No interruption of water service can occur until the flyer has been delivered to13
all affected residents and businesses.14
f.Electronic versions of the sample flyers can be obtained from the Project15
Construction Inspector.16
H.Coordination with United States Army Corps of Engineers (USACE)17
1.At locations in the Project where construction activities occur in areas where18
USACE permits are required, meet all requirements set forth in each designated19
permit.20
I.Coordination within Railroad Permit Areas21
1.At locations in the project where construction activities occur in areas where22
railroad permits are required, meet all requirements set forth in each designated23
railroad permit. This includes, but is not limited to, provisions for:24
a.Flagmen25
b.Inspectors26
c.Safety training27
d.Additional insurance28
e.Insurance certificates29
f.Other employees required to protect the right-of-way and property of the30
Railroad Company from damage arising out of and/or from the construction of31
the project. Proper utility clearance procedures shall be used in accordance32
with the permit guidelines.33
2.Obtain any supplemental information needed to comply with the railroad’s34
requirements.35
J.Dust Control36
1.Use acceptable measures to control dust at the Site.37
a.If water is used to control dust, capture and properly dispose of waste water.38
b.If wet saw cutting is performed, capture and properly dispose of slurry.39
K.Employee Parking40
1.Provide parking for employees at locations approved by the City.41
L.{Coordination with North Central Texas Council of Governments (NCTCOG) Clean42
Construction Specification [if required for the project]43
1.Comply with equipment, operational, reporting and enforcement requirements set44
forth in NCTCOG’s Clean Construction Specification.}45
01 35 13 - 5
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
01 35 13 - 6
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14 15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
ARisinger Professional Plaza
CPN 102604
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
01 45 23
DAP TESTING AND INSPECTION SERVICES
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Testing and inspection services procedures and coordination
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a.Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a)Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a.When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a.Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
01 45 23
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a)1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a)Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a)Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a.Name of pit
b. Date of delivery
c.Material delivered
B.Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a.Temporary utilities
b. Sanitary facilities
c.Storage Sheds and Buildings
d. Dust control
e.Temporary fencing of the construction site
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Temporary Utilities
1. Obtaining Temporary Service
a.Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c.Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a.Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
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
01 50 00 - 2
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised JULY 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a.Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a.Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a.Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B.Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a.Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a.Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c.Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C.Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a.Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D.Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E.Dust Control
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a.Contractor remains on-call at all times
b. Must respond in a timely manner
F.Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A.Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A.Temporary Facilities
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Administrative procedures for:
a.Street Use Permit
b. Modification of approved traffic control
c.Removal of Street Signs
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A.Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A.Traffic Control
1. General
a.When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B.Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a.To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C.Modification to Approved Traffic Control
1. Prior to installation traffic control:
a.Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D.Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E.Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F.Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
[Risinger Professional Plaza
CPN 102604
Revised July 1, 2011
SECTION 01 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 from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a.Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a.Measurement and Payment shall be in accordance with Section 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 current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A.General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised July 1, 2011
B.Construction Activities resulting in:
1. Less than 1 acre of disturbance
a.Provide erosion and sediment control 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 required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a)Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
3. 5 acres or more of Disturbance
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a)Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a)Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A.SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a.Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a)City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised July 1, 2011
B.Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. References for Product Requirements and City Standard Products List
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A.Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B.Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C.Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D.See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
SECTION 01 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 from:
a.Handling
b. Exposure to elements or harsh environments
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A.Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B.Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C.Storage Requirements
1. Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a.Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a.Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a.Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a.Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B.Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A.Protect all products or equipment in accordance with manufacturer's written directions.
B.Store products or equipment in location to avoid physical damage to items while in
storage.
C.Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Mobilization and Demobilization
a.Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c.Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a.Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a)Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a)Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a)Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c)Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a.Mobilization and Demobilization
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a)Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a)Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c)Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a.A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Mobilization and Demobilization
a.Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a.Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c.The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City
a.Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a.Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c.The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a.Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c.The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
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
4/7/2014 M.Domenech Revised for DAP application
01 71 23 - 1
DAP CONSTRUCTION STAKING AND SURVEY
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Requirements for construction staking and construction survey
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. Construction Staking
a.Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a.Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals, if required, shall be in accordance with Section 01 33 00.
B.All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A.Certificates
1. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a.Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
01 71 23 - 2
DAP CONSTRUCTION STAKING AND SURVEY
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
B.Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Construction Staking
1. Construction staking will be performed by the City.
2. Coordination
a.Contact City’s Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor’s responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a.Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor’s neglect, such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup. The cost for staking will be
deducted from the payment due to the Contractor for the Project.
B.Construction Survey
1. Construction Survey will be performed by the City.
2. Coordination
a.Contractor to verify that control data established in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to determine which
horizontal and vertical control data will be required for construction survey.
c.It is the Contractor’s responsibility to coordinate Construction Survey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
1) City shall perform replacements and/or restorations.
3. General
a.Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work as it progresses for Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a)Rim and flowline elevations and coordinates for each manhole or
junction structure
2) Water Lines
a)Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 250 linear feet
01 71 23 - 3
DAP CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c)Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
(c) Cleanouts
c.Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
d. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Established benchmarks and control points provided for the Contractor’s
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, immediately notify
the City and correct the installation in accordance with the Contract
Documents.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
01 71 23 - 4
DAP CONSTRUCTION STAKING AND SURVEY
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.It is the Contractor’s responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification.
B.Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A.Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A.Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a.Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A.General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B.Intermediate Cleaning during Construction
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 and rubbish.
3. Confine construction debris daily in strategically located container(s):
a.Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c.Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a.Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C.Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a.Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 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:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B.Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A.Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [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 CLOSEOUT PROCEDURE
A.Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B.Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C.Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a.The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a.Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c.Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e.Fuses
f.Vault keys
g.Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D.Notice of Project Completion
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E.Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a.Final Payment Request
b. Statement of Contract Time
c.Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e.Pipe Report (if required)
f.Contractor’s Evaluation of City
g.Performance Evaluation of Contractor
F.Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a.Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c.Butterfly Valves
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 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 City personnel.
2. Format
a.Size: 8 ½ 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
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e.Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f.Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a)Title of Project
b) Identity of separate structure as applicable
c)Identity of general subject matter covered in the manual
3. Binders
a.Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B.Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a.Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c.List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a.Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a.Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c.Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a.Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued
a.Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C.Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a.Manufacturer's data, giving full information on products
1)Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a.Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D.Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a.Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c.Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e.Manufacturer's printed operating and maintenance instructions
f.Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g.As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
i.Charts of valve tag numbers, with location and function of each valve
j.List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k.Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a.Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c.As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e.Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f.Manufacturer's printed operating and maintenance instructions
g.List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
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
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a.Record Drawings
b. Water Meter Service Reports
c.Sanitary Sewer Service Reports
d. Large Water Meter Reports
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
1.6 ACTION 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
1.Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2.Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
3.To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4.Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A.Storage and Handling Requirements
1.Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2.In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a.In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A.Job set
1.Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B.Final Record Documents
1.At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A.Maintenance of Job Set
1.Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
2.Preservation
a.Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b.Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c.Maintain the job set at the site of work.
3. Coordination with Construction Survey
a.At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4.Making entries on Drawings
a.Record any deviations from Contract Documents.
b.Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c.Date all entries.
d.Call attention to the entry by a "cloud" drawn around the area or areas affected.
e.In the event of overlapping changes, use different colors for the overlapping
changes.
5.Conversion of schematic layouts
a.In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1)Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2)However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b.Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1)Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2)Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3)Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c.The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B.Final Project Record Documents
1.Transfer of data to Drawings
a.Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b.Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c.Call attention to each entry by drawing a "cloud" around the area or areas
affected.
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Risinger Professional Plaza
CPN 102604
Revised April 7, 2014
d.Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2.Transfer of data to other Documents
a.If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b.If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
A P P E N D I X
STANDARD PRODUCTS LIST
CfTY flF F�RT 1NnRTH
Pre-Approved Cancrete Mix Designs
The cvncrete mix d�signs listed belaw meet the reqc�iremet�ts of City of Fort Warth
Standard 5pecifications. These mix designs ar� pre-approv�� for use ❑n Cifiy praje�ts.
The City reserves the right t� sample and test materia�s at any time.
�ar more inf�rmation an mix �esigns, cantact the Materiaf and Geate�hnical 5ervices ai
�8�7� 392-8930.
LJpdated: '��115lZ021
American Concrete Cvm ar
Suppli�r CementlFf ash
Mix ID Lhs. Sack
3aCA�D29 37fi194 = 47q 5,OQ
�iJAF382 �50185 = 335 3.5fi
4QCN�fl65 45 56�3 6.�0
45CAF�75 489�I�z2 = 8.50
Min.28•day Slump WICm
itrength �psij [Inc�) Ratio a��rO1ed Far:
3,00� 3— 5 a.5� Sidewa}ks & Ram s
Concrets Base
1,�aQ 4— 5 0.67 Maierial fQr Trencf�
Re air
4,��Q 3— 5 p.45 Man�oles 1 Utiaity
5tructures
4,5�a 3— 5 0.4� Hand Piaced Paving
Fxpiration
Oate
42/21/2022
o5�asizo2z
021� 112022
❑212 � l2Q22
Ar os
GemenUF1 ash Min.78-day 3iump WICm Expiratian
Supp�ier Mix i(3 Lbs. 5ack 5tren th s€j Inch Ratia Appraved �or: pafe
❑1 fl00�OQ� 737 �881�'{ 7= 585 6.22 4,5�4 3— 5 �.44 Hand Piaced �3Id312��2
Pavin
❑14�Q���1791 �4891122=611 �.5Q 4,5D0 3-5 �.42 �andPlaced d412�1202Z
Pavin
D1a0aa0fl1793 4811120 = B01 6.39 4,500 3_� p.�,3 �and Placed �����12�2�
Pavin
Q1aflODD�11a3 61 �1� = 611 5.50 4,5�� 3— 5 4.44 Na�d Placed Qr}1211�022
Paui n
�1�00004�107 61'11Q = 611 5.50 4,5flD 3— 5 D.�43 Hand Piaced D51071�fl22
Pa�in
❑�flaQ�Q�1273 8111� = fi11 6.5a �,50a 3— 5 0.44 Hand Pia�ed p4129l�023
Pa�in
�1�a[]0001223 517l4 = 517 5.50 3,60Q 1— 3 0,47 ��chine Placed �g���Jz022
P��it1
Q1�Qa0flQ1617 41�41103 = 51T 5.5� 3,fi�fl 1— 3 0.45 Machine Pla�ed �g��zJ��22
Pavin
❑1p�00D�83$1 7521fl = i52 g,pq 4,5aD �4,50� 3- 5 fl.33 HE5 Paving �81Q412022
72 hrs.
❑1QOQa��9857 3013Q0 = 330 3.51 50 Flaw 0.91 Flawable Fil! 041�112d�2
Intets, Junction
6oxes, Manholes,
D1a0440Q1Q55 4941p = 494 5.�6 3,p�p 3—� p.�Q Channel Lir�er, p21271�Q22
5idewalk,
❑riveways, Curb &
Gutter
�1�Ofl001�435 47�1a=47Q 5_�0 3,D�a 3-5 �.56 Sidewalks,Curhs 05I1512fl22
QiaQ00016195 4141T{33 = 51T 5.5a 3,fi00 3— 5 D.48 Valle Gutter OB1�512022
Pre-Approved Cor�cr�te Mix ❑esigns Page 1 fl'F 11 1211512�21
Supplier Mix Id CementlFl ash Min. 28-sfay 51ump W1Cm Appro�ed For• Expirati4n
Lbs. 5ack Strength (psij (IncFti Ral10 ' Date
Curbs, �urb &
Gutter, 5idewaik,
❑1QOQ�Q15fi55 376194 = 47� 5.fl0 3,�00 3- 5 0.54 Driveway afi115l2022
Approac#�,
ADA Ram
Inlets, 6axes,
❑400a0fl015�5 4�511�1 -SflT 5.39 3,6�� 3-5 �.49 Encase�r�ent, Q41�112�22
BIOC}iEfl
Inlefs, Boxes,
a1(JO�Q0g1061 5U21� = 502 5.34 3,�OQ 3-5 Encasemer�t, �41�112022
B�ockin
Q1[lODfl00i083 55410 = 554 5.89 4,OOQ 3- 5 0.4fi Valve Pads 0412T12022
❑1C1flQfl01fl835 5641�=554 6,p� 4,000 3-5 �.44 �nfets,Neadwalls, �Q���l2���
Thrust B�ackin
Q9 a00a�Di685 451l113 = 564 6.Qfl 4,aflfl 3- 5 �.45 Val�e Pads fl412�l2�22
�iflO�QD�5T51 f88147 = 235 Z,S� 750 1-4 1.OD Trench Re air 90121l2�22
in�ets, 5truc#ures,
D1 �a00a01 �83 5541b = 554 5.89 4,d0� 3- 5 �.45 Headwalls, i'hrust ❑31Q61�02�
6lackin
Headwall,
❑'IaflOD�Q1fi81 45i1113 = 564 6.�D 4,ODa 3-5 0.45 ��{aining Wall, Q6�1g12aZ2
8vx Cuivert,
Valle Gutter
D Concrete
5upplier
Mix 1D
751[GRT
1450�AE
Cementlf! ash
Lbs. SaGk
G581a = 658 7.4Q
84fi1D = 84fi 9.fl0
M�n.28-day �lump WICm
Strength (Inc�j Ratio
si
3,Qfl0 4 - 6 0.54
�.50fl 3 - 5 �.38
Appro�ed Far:
�:i�y
Expiration
Date
Burnc❑ Texas LLC
D411312fl�3
07l14120�2
CemenUFl ash Ibs. Min, x8-day
Sup}�lier Slump WICm Expiratian
Mix !� l.krs. Sack ��s��h �Inchj Ratio AP���ved For: pate
45U5QOBG 489112� = 611 5.5fl 4,5�0 3-� g.�g Hand PlaGed Paving, p�l2912Q�2
Storm S#ructures
4�U553BG 4511113 = 5fi4 E.a4 4,QQ� 9- 3 4.41 Machine Placed ������Z�ZZ
Pavin
55L�12DAG 7Q51Q = 7a5 7.5p �,5a0 �3,0�❑ 3-5 �.38 HES Paving 1Q1�412Q21
3-da s
Pipe Callars, Inlets,
34� 1�OAG a�a r a= a�o 5.OQ 3,0�0 3- 5 ❑.47 Thrust Blacks, 031031�fl22
Sidewalks and Ram s
30U101AG 47dl� = 47� S.Da 3,0�❑ 3- 5 �.49 Flatwarit ❑311712022.
Blo�king, ❑riveways,
3�U5�08G 38D194 = 474 5.�4 3,a�0 3- 5 a.�}9 �ur� & Gutfer, �11291Zfl22
Sidewalks and Ram s
Storm drain
4�L15Q�eG 4511113 = 5fi4 B,DO �4,OaQ 3- 5 a.4�4 5tructures, Driveways, �112912fl22
5creen walls
3BU5��BG 43211Q8 = 54fl 5.74 3,600 3-5 p.A4 �-�9�ting and 7raffic p�12912022
5i nal Foundatians
fl8Y45�BA 21 D150 = 260 2.77 SD� 3- 5 �.gg Concrete ease for ���� 712��,�
Trench fte air
�1Y690�F 30130a = 33Q 3.51 1p� Flaw 0.85 CLSM 1 Flqwable Fill Q11�912R�2
Pre-Appraved Cor��rete Mix Designs Page 2 af 11 121151242�
Garder Concrete
�emer�tlFl ash M�n.28-{lay
Su�plfer Mix Slump W1Cm Expiratian
l� Lbs. Sack s��9� tlnch] Ratio A'PPro�ed For' Data
FWCC6D2�21 4511113 = 564 6.Da 4,5�0 3—� q 4� Har�d Pla�ed � 1/12/2022
Pavin
FWCC552a9� 414J1 Q3 = 517 5.5� 3,60Q 1- 3 0.44 MaGfi�ine Placed � 111212D22
Pavin
FWCC602091 4511113 = 564 6AD 4,OOa 4-3 Q,40 �achine Placed �����12d�2
Pavin
FWCC3591p1 3013Dfl = 33a 3.�'f 5a —�5a fiow 0.$5 �lawable Fiil ,�,���������
ICLS M
FWFF237501 521164 = 216 2.3fl 5fl — 150 Flow i.74 �Itiwahle Fill ��11212022
lCLS M
Starm Drain
Structures,
Manholes,
Headwalis,
FWCCFQ2QD1 4511113 = 58�4 S.Oa 4,flQfl 3- 5 Q.44 Reta�r�ing WaEls, 1�11212022
Valley Gutt�rs,
Dri�e Approa�hes,
Lighting & 7raffic
Si nal Foundations
5idewalks,
FWCC502fl�1 37E194 = 470 5.00 3,50Q 3-- 5 0.51 i]riveways, Ramps, 11l121�022
Curb & Gutter
Sidewalks,
FWCC5D2Dfl1 37fi194 = 47� S.Q� 3,Q�❑ 3— 5 ❑.�3 ❑riveways, Ramps, �pl2912q22
Curb & Gutter,
FlatworEc
Charle 's Cancrete
Suppsie G�m����l ash Min.28�lay 51ump WICm Expirat9on
r Mix I❑ Lbs. gaCk Stre5gth {�n�hj Ratio Appro�ed Fpr. pate
Curh Inlets, Ju�cfion
4142 41411�3 � 517 5.5a 3,6flp 3_ 5 a.48 goxes, 5idewalk5, 43105I2flF�
5treet �ight
Founda#ions
4518 4521�i12 = 564 6.fl� 4,DOd 3-5 �.45 Headwalls, Win walis 021fl212023
4145 41411fl3 = 517 5.5b 3,��0 1— 3 0.48 Machine Placed Pa�in 031�3I20��
5157 5'f 7Jfl = 517 5.5D 3,fi0Q 1— 3 ❑.45 Machine Pia�ed Pavin fl3123I2022
4fi09 489172� = 61'� 5.50 4,500 3— 5 O.�q Hand Placed Paving, ��12������
Manholes
B�Q3 511l� = 611 fi.50 4,�Ofl �_� � 4q Hand Placed Paving, �2��5I2fl2�
Nlanhofes
4542 47QIfl = 47Q 5A0 3,0�0 3— 5 p,4fi ���ewalks, Blocking, pg�1412�23
Ri ra
3759 3T6194 = 4T� 5A� 3,fl00 3-- 5 0.5� 5idewalks �5l28l2fl22
1502 5d1150 = 20D 2.13 150 Flow 0,95 Flowable Fill 021�212�23
1518 3�130fl 3,51 15Q Flow D.85 Flowak�le Fill fl9117l2Q22
584� 5F410 = 564 8.�0 4,fl00 3— 5 0.45 Storm ❑rain 5tructures 0�l14l2fl23
fi595 G5814 = 658 7.Qfl 5'a°a �a�°° 3- 5 D.4� HES Pauing fl4l1412�22
72 hrs.
B5$9 E5810 =�5$ T.�� 4 5�0 3— 5 0.36 HES Pa�in 02l24l2�22
Pre-Approved Concrete Mix Designs Page 3 af 11 1�11512�2�
Chisholm Trail Redi Mix
Supplier Cementl�t ash Min.28-c1�y Slurstp wrcm Expiration
5ac Strength Appro►►ed For:
Mix I❑ Llrs. k {ps�� tinchj Ratia Date
C13D2QA 37�194 = 47� 5.fla 3,��� 3— 5 0.46 ��iveways, Curb & 05J2112423
E Gutter
Cit ConCCete Cvm an
CementlFl ash Min.28-day
5e�ppiier 51ump WICm �xpiration
Mix IQ �ps, Sac S4rength �In�hj Ratip Approve[f Far: ��t�
k {psiy
11-35�-FF 94J�35 3.54 5� —15a Flaw �.83 Ffowable Fill 0512612�23
30HA2511 3531118 = 471 5.01 3,Ob� 3— 5 0.60 F2i ra 03118I2023
30HA2QI1 376194 = A7� 5.D0 3,fl�4 3— 5 fl,4� Blocking, 5idewalks, �g�p41�022
Flatwark, Pads
45NG�511 4581153 = 511 8.50 3,fifl❑ 5— 7 fl.45 Ciass C Drilled Shaft �4121l2022
50QG2511 494J155 = 659 i.a'� 3,6flQ 7_ g fl�� Siu�ry dis�laced drill �311 612 0 2 3
shafts
45NA20I1 4891122 = 611 6.5❑ 4,50� �_ g ��� Hand Placed Paving, fl��� 612D23
Li ht Pole Bases
3SLA2�11 45111'i3 = 564 6,�0 3,6�i] 1— 3 0.44 Machine Plac�d Q3�1312D�2
Pavin
36JAObIJ 41 �411 �3 = 5� 7 5.50 3,fi�0 1— 3 Q.43 Machine Placed p3113l2fl22
Pavin
4QLA2Q�1 451l113 � 564 6.fl0 4,D�fl 3-5 ❑.44 Storm Drain Structures D311312fl22
COrIleC5tfl�1@ �Il�lt71@ COIICP@��
5upplier CementJFl ash Min.28-day $�u�p W��m Expirat�on
Mix �0 Lf�s, 5ac 5trength �inah] Ratia ���rv�ed FQr: �ate
k �psi}
C�C 4Q�� 58810 = 588 6.25 4,000 3 �� ��}5 �-ightirtg and Traffic p712312fl22
Si naE Foundations
Cvw Tvwn Redi Mix Concrete
SuppEier ��'��nUFI ash Min.28�ciay Slump WICm Expiration
Mix ID Lhs. �kG Stres �#h �In�hj �{��;a Appra�ed For: p�,��
5idewalks, priveways,
250 376 194 = 470 5.OD 3,�OD 3— 5 0.5'i Barrier Free Ramps, 01115l2022
Curh & Gutter
122
Sidewalks, 17riveways,
35fl 4701 fl= 47fl S.OQ 3,DOD 3— 5 fl.52 Barrier Frae Ram�s, 06/21/2023
Curf� & Gutfer
�53-fiiA 3991100 = 499 5,31 3,a00 3-- 5 D.49 Curb & Gutfer, Sidewalks 04129l2023
9 5Q115� = 2afl 2.13 7Q 7— 9 1.57 Flowable fiIIICLSM 091�412fl22
9-S 2001� = 2Q� 2.'i3 74 7— 9 1.fi7 Flowable fiII1CLSM �31D612�22
22Q-8 481152 = 200 2.'f 3 5Q T— 9 1.45 Flowable fiII1CL5M �31231Zp22
32Q-8 �a01Q = 2DQ 2.13 5� 7- 9 1.45 FlowaUle fiII1CL5M 03123l2022
23a-8 226158 = 282 3,�Q 75a 3— 5 �,gg Cancrete Base Material 4 312 312 0 2 2
far Trench Re air
330-58 2821D = 28� 3.flfl 75p g_� 0 gg Cancre#e 6as� Material p312312fl22
far Trench Re air
353 4941Q = 494 5.26 3,ODfl 3—� p,�p Sidewalks & A�A p�125l2022
Ram s, brivewa s, Curb
Pre-Approved Cancreie Mix Designs Page 4 af 11 1211512�21
Cem$nt1Fl ash Min.28•day
Supplisr Slump VItICm �xpiration
Mix IE] Ltss. 5ac SVength tlnchj R�tio �pro�ed For: Date
k {psi)
& Gu#fer, Safefy End
Treaiments, iVon-TxDOi
Retainin Wails
Curbs, Qriveways,
sidewalks & A�A
253-W 39911�a = 499 5.3i 3,�OD 3- 5 R.49 Ramps, Iniets, Junction 06l2512022
Baxes, Non-Tx[]0�
Retainin Walls
8ridge SEabs, Box
2$0 4511113 = 5fi4 B.pa 4,aQ� 3- 5 p.4q �ulver, Headwa115, d41�������
Lighting and TrafFEc
5i nal Foundatians
26�-'i 4511113 = 564 6.0fl 3,500 3- 5 �.44 HeatfwalEs fl5lD412Q2�
Bax Culver, Headwalls,
�60-2 4511� 13 = 554 6.DQ 3,5Q0 3- 5 �.44 Lighting and Traffic �3l0512�22
Si nal Faur�dations
Bridge Slab, Box Culver,
36fl 5E4lQ = 5S4 fi.�4 4,�a0 3- 5 q,4� �eadwaifs, Lighting and �4I2412Q22
Traf�c 5ign�l
Fpundatians
35Q-1 5541� = 5E4 5.fl❑ g,ggp g-� ��� Box Cul�erts, Wing wa1Gs, �310612D22
HeadwaNs
254-fV 4891122 = 611 5.50 4,5�d 3- 5 �.42 Hand Placed Paving D311112Q2�
356 6111Q = S19 fi.50 4,5Q0 3- 5 0.41 Hand Placed Paving �3111120P2
265 489112Z = 611 S.Sa 4,50Q 3- 5 4.4� Hand Pla�ed Paving 121��12Q21
355 51110 = 511 �.5a 4,50d 3- 5 0.42 Hand Pla�ed Paving 0612112D23
37fl-NC 65810 = 558 7.00 4,50Q 3- 5 4.4� N�S Concrete Paving 031�31�Q2� i
375-NC 7Q51� = T05 7.50 �'��� {�'�d� 3- 5 l].38 H�S Concrete Paving OEIfl212021
si 24 hrs.
2fi7 4511113 = 554 6.Ofl 4,2�0 3_� Q.�� Manholes 8� Drainage ��11712Q21
5tructures
270 5�61�32 = 658 7.a0 S,O�Q 3- 5 �.39 CIP Bax Culvert �51t912a22
370 658la = 658 7.Qfl 5,�00 3- 5 Q.40 CIP Box Culvert q511912�22
255-2 41�1103 = 517 5.5a 3,ODfl 3- 5 p,4g �n�ets, Thrust glacking, fl3J4G12Q2�
Concrete EncasernenE
Lighting and TrafFic
257 4141� Q3 = 517 5.54 3,6dfl 3- 5 Q.47 Signal Foundations, D712312022
Valle Gutter
�57-M 4141�fl3 = 517 5.50 3,BOfl 1- 3 a.45 Machine Place[i Pavin �212112�22
250-M 4511113 = 5�4 6.a0 4,Od0 1-3 �.43 Machine P[aced Pavin 44l1412Q2�
36�-M 5fi41� = 554 6.Oq 4,fla4 1- 3 a.44 Machin� Placed Pa�i�� Q411412�22
255-1.� 4'f41ip3= 517 5.50 3,�Ofl 3-5 b.52 Curb & Gutter n212412022
355-LF' S1710 � 517 5.50 3,fld0 3- 5 Q.48 Curb & Gutter OZl2412�22
Flatwork, Inlets, Thrust
255 4'E411D3= 597 5.5 3,5�0 3-5 0.�8 Blocking, Con�reFe �5I0512D22
Encasement
355 5171� = 517 5,50 3.Oa0 3- 5 Q.48 Inlefs, Thrust 8lacking, p31�612�22
CQn�rete En�asement
357-M 51710 = 517 5.5Q 3,fi0� 1-� �.48 Ma�hine P[aced Paving �6121I2a23
Bridge s�abs, fop slabs af
3G5-5T7C fi1110 = fi11 6.5� 4,flap 3- 5 �.43 dire�t traffc culverts, 08/18/2422
a rRaCh Slabs
Lightir�g and TrafF�c
357 5171D = 517 5.5� 3,6�0 3- 5 0.�9 SignaE Foundations, a112912�22
Valle Gutter
Pre-Appr�ved Car��rete Mix Designs Page 5 of 91 ��115J2Q21
GCH Car�crete 5er►rices
Supplier �ementlFl ash Min.28-day 51ump WlCm Expiration
Mix i❑ Lhs. 3a�k S�SS� (Inch] F2atio Apqf°vecf Fo►: p8te
GGH¢aa for 5idewalks, Ramps,
a 451I113 = 564 5.a0 a,�00 3- 5 D.45 Headwal�s, Inlets, and 01126l��23
Starm ❑rain 5tructures
GCHVS 45�1113 = 564 6.QD 4,pOp �_� a,�� Machine Pla�ed �g�� �12Q23
Pavin
GCI-E45� 4$91122 = 511 fi.5� �,50Q 3- 5 fl,42 Hand Placed Paving fl112612022
0
In ram Gancrete & A re ates
CernentlFl ash Min. x8-day 51ump wrc�, �x}airation
Supplier Mix f� ��s Sac 5trength (Inchy Rat3o A�p��ved For; �g�
k �ps+]
Lighting and
159 PxSDM 41411 Q3 = 517 5.5� 3,60� 3- 5 �.46 T�affc Signal 07123l2022
Faundatians
Lighting and
7QKZ35Q4 5� 710 = 517 5.50 3,600 3- 5 0.47 TraifEc 5ig�a[ 071F312�22
Faundatipns
C47PV5E5 353111$ =471 S.Oi 3,�Ofl 1- 3 p.46 Sidewaiks & p5l28I2�22
Ram s
2MWR- 47010 = 470 S.Oa 3,�00 3- 5 a.51 Sidewalks � 10I1412022
7QJ235�4 Ram s
�MWf2- 376194 = 470 S.DD 3,004 3�-5 R.�p Sidewal}cs and �p1�4I2022
147QW5a5 Ram s
2MWR- 45111 T3 = 464 BAa 4,D�� 1- 2 a.39 Machine Placed 1ZIQ312a2Q
C55PS5D5 Pavin
2MWR- 4891122 = 611 6.50 4.500 3- 5 4.qq Hand Plac�d �pl14l2Q22
161 LJV5DM Pa�ir�
2MWR- 6111� = 611 6.50 4,540 3- 5 q.4Q H�nd Piaced �Q114l2D22
10MQS50N Pavir�
1fi1 P55EM 458I153 = B11 6.5� 4,5�p 3_ 5 p,3� Hand Piaced ���2���22
Pavin
LMC Lattimare Materials Cor .
Suppiis CemenflFl ash Min.28-day s��ump WlCrr= �xpiration
r Mix ID �bs. Sacfc 5tresgth ��nc�y ��tia Apl�r4�ed �or' Date
5'i7i 376194 = 47a S.Qa 3,�Q0 3-5 fl.�� SidewaiKs, Can�r�te a��o�r2ozz
Ri ra
1261 47D1� = 47fl 5.�� 3,d�0 3- 5 4.53 Sidewaifcs a51�612022
Storm �rain 5tructures,
54Q9 459111$ = 5fi4 6.�Q 4,0�❑ 3- 5 IJ.45 Sidewaiks, 8ri[!ge 1210T12022
Substructu re
1551 5171D = 517 5.5� 3,DOa 3- 5 ❑.49 Bfocking, Light PQ�e 0711912a23
Foundations
5017 301175 = 376 4.�d 2,D00 3-- 5 0.62 227 Concrete Base 11I3Ql2�22
1701 5fi4l0 = 564 fi.QQ 4,aQa 3- 5 4.45 5brrn i]rain 5tru�(ures, ��127��aZZ
S5 Manhale
5277 4141103 = 517 5.50 3,5�Q 3- 5 p.4g �S Manholes, Light p611 �12fl23
Pole FQundations
5507 48911Z2 = B11 6.5D 4,50� 3- 5 D.42 Hand Placed Pa�ing, Q2107l2D22
Brid e
5275 4141103 = 517 5.50 3,6�0 1- 3 a.46 Machine Placed Pavin Q711312Q23
950❑ 526I132 = 658 7.Oa 3,5�0 7- 9 D.4a Class SS - E3ri11 Shafts 11101I2021
Pre-Appraved Concrete Mix Des�gns Page 6 af i 1 �211512��1
���p��e CerrtentlFl ash Min, 28-day glump WICm �xpiration
r Mix !D L.hs. 5ack 5trersgtf� {InchJ Rat�o Apprv�ed For: d��Q
sij
1851 5641� = 554 fi.QO 4,5D0 3- 5 0.44 Storm Qrain 5fructures, �4�22�2fl2z
Hand Pla�ed Pa�in
uid 5tone
Supplier G�mentl�l as�
Mix ID i.bs. 5ack
C4�flOG 4511'f � 3= 564 fi,�0
Min.28�ay Slum�s
Strcngtf� (Inchj
si
4,fla0 3 - 5
WlCm APP*'�ved For:
Ratio
� �2 Lighting and TrafFc
5ic�nal Faunda#ians
�xpiration
Oate
Mart'rn IVlarietta
[�rl�"�I�►��Yxa
Cemer:#!FI ash Min.28-day
Supplier Sl�mp WICm Expiration
Mix If7 �.bs. 5acics St�eSgth {InCh) Rati❑ ApProved For' pate
R2� 3� a14 47�10 = 47� S.aQ 3,Oa0 3- 5 �.55 5idewalks & Ram s 02121l2022
R2132214 376194 = 470 5.�0 3,flafl. 3- 5 fl.53 5idewalks & Ram s 02l24l�p22
Q94905C 49510 =�95 5.27 3,DOfl 3- 5 (3.52 Sidewalks & Ram s 0212412D22
R2131214 37E194 = 47p 5.qa 3,OQ0 3-- 5 �.53 5idewalics & Ram s 041a6J2�22
R2131314 353111 S= 47� 5.01 3,�a0 3- 5 �.53 Sidewallcs & Ramps �912912fl22
R� 136014 47010 = 470 5.00 3,��0 3- 5 0.55 Sidewalks & Ramps ozro2i2o��
R2� 35�74 37fil94 = 47� S.Dfl 3,Q�a 3- 5 Q.53 5idewalks & Ramps 1111212fl2�
R214�224 4T611D4 = 52D 5,53 4,a0� 3- 5 a.48 5idewalks &�amps �9l1612a�3
R2141024 52410 = 520 5,53 �4,a40 3- 5 d.50 5id�walks & Ramps Q911612D23
R213fi22Q 4QOIiQO = 50D 5.32 3,5Qf3 3- 5 �.5� �ight Pole Bases a913a12022
R2135222 40811�2 = 5'!❑ 5.43 3,5a� 3- 5 0.49 �ight Pole Bases a9J161zD21
R213fi023 51510 = 515 5.48 3,5�0 3- 5 ❑.5� Light Pole �ases 11l�312023
R2135224 41 E!1 Q4 = 52� 5.53 3,60� 3- 5 0.48 Curb Inlets �31�5I2D22
54orm 5tru�tures,
R2141233 4521113 = 555 8.01 3,60� 3- 5 0.44 InEets, eEocking & �412412022
Encasement
FLQW25A 711165 = 236 �.51 5� Flaw 1.77 Flowable Fii!lGLSM 0412912�22
fill
R2142233 4521� 13 = 555 5.01 3,6pp 3- 5 a_44 Manholes, fnleks & �2124l�fl��
H eadwall s
Manholes, Inlets &
F22146333 4241141 - 565 5.0� 3,5Q0 3- 5 O.A�4 FleadwaHs, Concrete 'i�142l2023
Encasement
ManhoEes, Infets &
Fi2141Z30 440l110 = 55Q 5.85 4,�D0 3- 5 D.45 Headwalls, Valve 03113l2fl22
Pads
Manholes, Inlets &
R2�46�35 57510 = 575 5.12 4,a0� 3- 5 O.hS Headwalls, Valve �211�l2Q23
Pads
Hand Placsd
R2146335 4311'i44 = 575 6.12 4,5Q0 3- 5 fl.43 Pa�ing, Ir�lets, 5tarm ��1a�12�23
❑rain 5tructures
Manholes, Inlets &
R21G6034 5701a = 570 5.Q6 4,5�0 3- 5 �_45 Headwall5, Hand 4411�12023
Placed Pavin
Pre-Approved Cancrete Mix ❑esigns Page 7 af 11 'I2!'f 51ZD2�
C�mentlF! ash Mfn, 28-cSay
5upplier Slump WICm Expiratian
Mix !i7 Lbs. Sacks 5tresgth {I�chj Ratio APpro�ed For' Qate
R21�}�23 �441111 = 555 5.55 �},OQfl 3- 5 �.e}5 Inlets, Manholes, 11I1512023
Headwalls
R2141231 444J111 = 555 5.55 4,Q00 3- 5 �.45 Inle#s, Sidewalks 1212�12023
R�161 n7fl 75010 = 750 7.98 6,flQa {3'Oflfl 3- 5 d.34 HE5 Paving 1 a1� fi12Q22
��4-hrs.
Q2141 �26 53al� = 53� 5.54 4,a�D 1- 3 �.47 Machine Placed �g116I2021
Pavin
Q2141224 4161144 = 52fl 5.53 4,a�0 1- 3 p.47 Macf�ine Placed 1211�I2023
Pavin
C�214223'f 42411 aE = 53D 5.64 4,O�D �- 3 p,4g Macf�ine Placed 42124l2fl2�
Pavin
Q9�4925F 59514 = 595 G.33 4,flOD 1- 3 q_4� Ma�hine Placed 0212412U22
C Pa�in
Q21 A1226 42�41105 = 530 5.64 4,�D0 1- 3 0.46 'Ma�hine Pla�ed ���D��D�Z
Pavin
Q2141225 42a11fl5 = 525 5.59 4,0�� T- 3 p.4g Machfne Piaced ��1121202D
Pa�in
Q21�41�24 52DIfl = 520 5.53 4,QOQ �- 3 Q.48 Machine Placed p�10812Q23
Pavin
Hand Placed
R2146238 4721118 = 59D 6.28 4,5�0 3- 5 D.4� Paving, fnlets, 5torm �311312D22
❑rain Structures
R2146335 4351145 = 58Q 6.17 4,5dfl 3-- 5 0.43 Hand Pla�ed Pavin Q7l2112�22
R214�235 46�l115 = 575 8.�8 4,500 3-5 a.43 Hand Pia�ed Pavin 111�21202Q
R�146D36 5801a = 580 5.17 4,50fl 3- 5 Q.44 Inlets Q91'�F12023
R2145�38 59010 = 590 5.2$ 4,5aQ 3- 5 �.44 Iniets, 5tarm Drain p311312a2�
S#ructures
R2'E46233 4521'�13 = 565 �.01 4,5�0 3- 5 044 ��n� PEaced paving, �9r46�2023
Man�ole, Headwall
R2146036 5801fl = 580 6.17 4,54Q 3- 5 0.4�L Hand Placed Paving �51191202�
R2�46fl42 E1�10 = fi10 8.49 4,5fla 3- 5 0.42 Hand Placed Pavir� fl4lfl712020
R2�46242 4881122 = fi10 fi.49 4,5flD 3- 5 �.41 Hand Pia�ed Pavin �4lD71202D
R2146235 4E411 � 6= 580 5.17 4,5D❑ 3-5 0.43 Hand Placed Pavin 041061�G2�
�94935C B4�IQ = 64a fi.$1 4,5pQ 3- 5 0.4� Hand Pia�ed Paving fl21241�022
R2147241 484112� = 611 6.4�+ 4,5fl0 3- 5 �.4'� Hand Placed Pavfng fl2124I2�22
NC5 Redi Mix
Supplier Mix �ementlFl ash Min. 28-day glump WJGm �xpira#ion
IC] Lbs. 5ack S#re�ngth �Inchj Rat�a APpra�ed For: Date
NC55020A 3����� 5.40 3,Qa0 3-� p.�g �urb & Gutier, ps110l2�22
47� ❑rivewa s, 5idewalks
NCS552qAM 4141103 = 5.5❑ 3,��Q 1- 2 p.4g Machine Placed 0�11 �12fl2�
P 517 Pavin
NC5502�AH 45� 1�'E 3= G.Oa 4,5Dfl 3- 5 Q.45 Valley Gutters, Hand p�11012�22
P 5E4 Placed Pavin
Redi^�Mix Cancret�
Su{�pifet' GementlFl ash Min.28-day $��mp WlCm Expiratian
Mix ID l.hs. �ae 5trength ���Ghj Ra�Ga ApPra�ed �or: pate
k ( sij
[]CA2E554 353l11$ = 471 5.�i 3,��a 3- 5 ❑.53 Ri Ra 0512812�22
VQJ1'i524 3T5194 = 4T0 5.0❑ 3,OOa 3- 5 Q.55 Curb & Gutter d212412Q22
Pre-Apprvved Cancrete Mix �esigns Page 8 of 11 � 211512Q21
Cemen�lFl ash Min.28-tlay
5upplier Sac 8trengtf� Slump WlGm �pro►red Far: Expiration
Mix ID Lbs, k �Pg�? �Inch} Ratio Date
F4C10�21 15�138 = 188 �.D� �15 Flow 2.33 Cement Stahifixed �������Q��
Sand
1dJ'11524 375194 = 47a 5.00 3,44� 3- 5 0.52 Dri�evua . Ram 0212412�22
10J� 15a4 470I� = 474 5.�a 3,QD� 3- 5 D.53 Sidewalks 12115I�0�3
Sidewaiks, Curh &
1fli�115a4 554lfl = 554 5.fl4 3,5�Q 3-5 D.44 Gutter, Light Pal� 04/12/2023
Four�dations
Valley Gutter,
10L11524 4521112 = 564 fi.�0 3,6�0 3- 5 p.q.4 Manhole, inlet. �71�912Q22
Junction Box,
Headwall
�hrust Blacks and
� RJ 11524 395198 = 494 5.26 3,50� 3- 5 0.5� Valve Pads, Light Pole fl511912Q22
Foundations
15�� 1524 �521912 = 564 6.fl� 4.�Q� 3- 5 �.44 �IP Stor�r� ❑rain p511 912 0 2 2
Stru�tures
1flL115E�4 42311�41 =56�} 6A� 3,6Q0 3-5 D.44 Brid e Sut�structures �3lflfi12023
DCC2G5E2 4231141 = 564 6.�fl 3,6Q0 5-- 7 Q,45 Qriiled 5hafts �31fl812��1
DCU1 G5E2 4931165 = 658 7.�0 3,6�0 �_ g Q 3� Underwater brilled p3lfl812�23
Shafts
15B115C74 4521112 = 5S4 S.QD 4,O�Q 3- 5 �.44 gridge & Approach �����12dZ�
Slabs
F35�38VN 3�1324 = 35a 3.72 1D� Fl�w 0.76 CLSM 1 Flowable Fii� D2l2512Q22
FOD138VM 241211 = 235 2,5❑ 1�Q �4ow 1.47 CLSM 1 Fiowa�le Filf 04l94l2022
1QJ1155A 3531� 17 = 470 5.Od 3,�QQ 3- 5 �.53 Ri ra 0310612a23
PQG 138�C9 � 8$li 8$ = 375 4.Q0 1,000 9- 11 0.84 Tren�h F2epa�r Base 04l1 E!2{]22
Material
1�K11504 5171fl = 517 5.50 3,600 3- 5 p.�}g Lighting and TrafFEc fl7123l2fl22
5i naf Faundations
Lighting and Traffic
1QK1152A 41411D3 = 51� 5.5C1 3,500 3- 5 0,48 5igna! Foundations, 121D912�22
Encasement
10N11507 6581a = 658 7.�D 4,�QQ {2,��0 3- 5 ❑.38 HES Paving 0310512�22
24hrs.
1�N11504 B58Ja = 658 7.QQ ����Q �3,600 3-5 �.4� NE5 Paving 0511912�22
2-da s
5flK1152�4 41411a3=517 5.5Q 3,50Q 1-3 Q.Q5 Ma�hinePlaced �2125124�2
Pavin
145P25P4 5E3Jfl = 56A 6.{30 4,50Q g_� p.q4 Hand Pfaced Paving, 1211512Q�3
5torm Qrain 5tru�tures
10Mi 15�4 489I122 = B11 fi.5a 4,5D� 3- 5 Q.40 Hand Placed Pavin �511912�22
1aM11524 4$91122 = 611 6.5D 4,50� 3-5 4.41 Hand 4�laced f'avin 0$1�612423
1flM115d4 61110 = 611 6.5� 4,5Q0 3- 5 0.42 Nand Placed Pavin 0212512Q22
145Cd5p4 4521112 = 564 6A0 4,5p0 3- 5 p.44 Hand Ptaced Paving, �Z11512�23
5torm [Jrain 5trucf�res
SRM Con�rete
Supplier �ementlFl ash Min.28-day Slurr►p WICm Ex�iratinn
Mix [❑ Lbs, Sack S�Sg�� �Inci�] Rat90 '�'PPro�ed For: date
3fl�Q� 380111Q = 490 5.21 3,04Q psi 3-5 p,52 Sidewalks and Ramps, ����g12q23
Curh & Gutter
4506� 520I1'! a= 63� 6.7fl 4,5pQ 3- 5 ❑.40 Hand Placed Pavin a612912023
30a5� 39�1100 = 490 5.2� 3,bOQ 3- 5 �.49 Sidewalks 4612912�23
Pre-Approved Cancrete Mix ❑esigns Page 9 af 1� 12115l20�1
Tarrant Cvncre#e
Supplier Mix CemenUFl ash Min. 28-day glump WICm Expiratinn
ID �hs. 5ac Strength �Inchj Ratia Approved For: Date
k (psi
FW6020AHP 4511113 = 564 6.Oa 4,5t7� 3- 5 ❑.44 Hand Pfaced 03l� 112022
Pavin
FWfiOAHP 5641Q = 564 s.oa 4,5a0 3- 5 p_44 Hand Placed 031� 112D22
Pavin
FW752DAMR 5�G1132 = 658 7.00 4,5fla {3,flOQ �_ 5 �.35 HE5 Paving 091�912�22.
72 hrs.
�W6520AMR 4891122 = 611 fi,50 4'��� �3'��Q 3- 5 fl,38 HES Paving 08/11/2023
3-�a s
FW5520AMP 4141103 = 517 5.50 3,8D� 1- 3 fl.44 M����ne Pla�ed fl�122�2�23
Pavin
FW5320A 39811 afl = 498 5.30 3,fl0� 3- 5 ❑.5� Blackin �3I2312422
FWFF15�GLS Fiow
M 3D13Q0 = 33fl 3.5� 5fl - 150 Fi4E �.86 Flawahle FilllCLSN! 031�412Q22
FWFF275 5�115Q = 2fl0 �.13 �fl - � �4 Flaw � .9 Flowable FiIIICLSM �712312022
Fill
FW5�2{]A2 45'I1113 = 564 6.OD 4,DOa 3- 5 p,4q. 5torm �rain fl312312Q2�
Siructures
FWSaZ�A 3,60Q �ighting and Traffic �712312D22
5i nal Foundations
Curb & Gutter,
FW5�25A 3531117 = 47� 5Aa 3,OQ0 3- 5 p.5q �riveways, qg1�912D�2
Sidewalks &
Ram s
Curbs & Gutter,
FW502�A 375194 = 470 S.Qfl 3,Q�� 3- 5 Q.51 Sidewalks, �31�212422
Drivewa s
CP502�A 376194 = 470 5.aq 3,�a0 3- 5 0.51 C�arb & Gutter �212412022
Valley Gutters,
Sidewalks, ❑rive
FW5525R� 3881129 = 517 5.5D 3,E�� 3- 5 0.�17 Approaches, A�A 081� 91�022
Ramp, Light Pole
Foundations
Titan Readv Mix
$����iQ� CemenflFl ash Min.28-day
Mix I� l.hs. g��k $trength
3�2�A� 375l94 = 47Q 5.a0
TRC4520 489J122 = 691 6.5D
True Grit R�di Mix
3,OOD
4, 500
S�ump
tinchj
3-5
3-5
WICm �xpirativn
�a�� Appro�ed For: ��t¢
�.52 J 5idewalks � fl41�112Q23
0.45 Hand P}aced Pavinp � 921q412a22
$�p���� CementlFl ash Min.28-day g�ump WICm �xpiratinn
Mix ID Lbs. 5ack ���sg�� (InGhj {�a�o A�l�ro�ed �or: ��#�
Flatwork, Curh &
025�.230 37fi194 = 47Q 5.�0 3,�00 3- 5 �.48 Gutter, Rri�eways, flBl3012�2�
Sidewalks
255.Z3�� 4141103 = 5'f 7 5.5� 3,6a0 3- 5 0.46 Li ht Pole Foundatians fl91Q812�22
025a.230'E 376194 = 470 5.�0 3,DD0 3- 5 p.46 Curt� & Gutter. fl2l2112022
�ri�ewa s, 5idewa�ks
350.240
Pr�-Appro�ed G�ncrete Mix Designs Page 1� of 11 � 21� 5J�4�1
5upplier CementlFl ash Min. Z8-day glump WICm Expiration
Mix ID Lbs. 5ack s��s�� tlnchj Ratio A�Pro�ed For: ����
�25�.2302 45�1113 = 564 6.OQ 4,O�fl �_3 ��g Machine P4aced p4�2��2fl22
Pavin
0255.2301 4941103 = 517 5.5fl 3,6U� 1-3 �.4i Machine Placed p711�l2022
Pavin
a26�.23�1 4511113 = 564 B.aO 4,5Q0 3— 5 0.44 Hand Pla�ed Pavin �711dlzfl22
Q265.23�1 4891122 = 811 6.5Q 4,50� 3—� p.4p Valley Gutters. Hand 02121l2022
�laced Pavin
Wise Readv Mix
5uppfisr �ementl�l ash Min.28�.1ay I Slutnp
Mix ID Lhs. Sack ����h �Inchj
r....:�
357$ I 384195 = 48� � 5.11 I 3,50f] I 3— 5
WICm APR��ed Fnr:
Ratio
� �� Lightting and Traffc
5ianal Faundations
Ex��ration
�ate
�71231�a22
pre-Approved Concrete Mix Designs Page 11 of 11 12f15120�1
ci�r aF �oRT wo�TH
Pre-Apprv�ed HMAC Mix Designs
The hat mix asphalt mix concrete �HMAC} mix designs liste� below meet the
requirements o'f City of Fort Wvrth 5tandard 5pecificatians. These mix designs are pre-
ap�rflved for use on City prajects.
The City reserves the right tQ sample and test materials at any time.
For more information an mix designs, contact the Material and Geatechnical 5erviGes at
�8� 7} 392-893�.
Updated: 02IOZIa��'I
Austin
Optimu Retycled tn VMA �
Contractor m Total Binder Optimum
❑esign tl Asphait Ratio, % AC
Cnntent
FT5�137965 51��� fl.Q 15.5
PG54-22
DA5p135965 �.�% �.0 15.b
PG54-22
FT18139955 �.��� �.0 13.2
PG64-22
4.39'a
F71R117.2 PG64-22 18.5 13.7
Indirect
Tensile Appru�ed For
5trength (psij
157.� rYp� ❑ Fine
5urface
��2 g Type b Fine
SurFace
151.� �Yp� � Fine
8ase
140.5 7ype B Fine
6ase
Expiratian
�ate
05�a4J2022
12�13/2020
10�a9�2022
05�a4/2022
ILB
Optimc� Reryeled tv VMA @ Indirect
Cantractnr m Expiratinr+
Total Binder �ptimum Tensile Appror►ed Far
Elesign # Asphait �atia, % AC 5trength (psij �ate
Content
5.4% iype d Fine
JLB-7.8-zfl876-❑ p�64-22 �.❑ 15.5 �1�.a 5urface ❑7��1�2�22
nolds As haft
Dptimu Recy�led to VMA @
Contraetor m Tatal Binder Qptimum
Qesign # Asphalt
Content �atio, % AC
igaso S.��o o.❑ i�.3
PG64-22
1512B �.2% 19.0 13.5
PG54-22
iredirect Expiration
Tensile Apprv�ed for D�t�
5trength �psij
�vs.o TYpe � Fine 09�Q4�2fl22
5urface
162 YYpe B Fine qg11�.12022
Base
Pre-Appraved HMAC Mix ❑esigns Page 1 af � D21q212021
Sunmount Pa�in
❑ptimu Rerycled to VMA @
Cantractar m
�esign # Asphalt TotalBfnder Optimum
RatlOr 90 AC
Content
341DV5422 5�3� Q.0 16.5
PG64-22
341- 4.33'0
BRAP6422ERG PG54-22 18.5 13.2
TxBiT
Indirect
7ensiEe Appraved For Expiration
pate
5trength (psij
1�2 TYpe D Fine 1�114�2�2Z
5urface
125.7 �Vpe 6 Fine ����7/2�22
6ase
flptimum Rerycled to VMA @ �ndirect
Contractor Asphalt �otal einder Optimum Tensile Appro�ed For ExpEratian
besign # �pnteni Ratia, 9d AC 5trength (psi} Date
4.z9'o Type B Fine
�q-z113D5-17 p��4-22 19.0 13.8 132.3 ��5e D7�fl7/2022
2113d5 (1757} 4.5�° 17.8 14.3 127 TYpe B Fine 1fl�fl7���22
PG64-22 Base
222475 �1857} 5.0�° p.Q 15.5 157.8 TYpe � Fine �1�3D/2022
PG64-22 Surface
4.8% Type � Fine
29-222475-19 PG64-22 �.� 15.2 115.5 5urfaee d7137./2Q22
5.I9'o Type � Fine
54-224125-18 PG70-22 a.4 15.7 1Q9.3 Surface �7f07/��22
5.3% Type � Fine
12-222475-7.9 pG64-2� �.Q ��.2 ���.� 5urface Q�/17120�2
Pre-Appraved HMAC Mix Designs Page 2 of 2 a21�212021
CITY �F F�RT W�RTH
Pre-Apprv�ed LJtiiiiy Embedment Sand 5ources
LJfility embedment sand from the Producers listed bElow have demanstrated �ontinue�
qualiiy and uniformity on City of Fort Wo�th projects. 5and from these Prad�cers are �re-
ap�raved fvr use an proje�ts withaut spe�ific testing unless deemed necessary by the
praj�c# manager.
The Prod�cers are subject tv sam�ling and testing at a maximum i�terval af six manths
ta remain in the pre-appraved list. The City reserves the right to sample and �est materials
from �hese Producers at any time ta ensure quality. City representatives or City authflrized
commerciai material testing firms may sampfe em�edment sand s#ackpiled at a p�oject
site or the Praclucer's lo�ation.
For more infarmati�n an utility embedm�nt sand, contact the Material and Geotechnicaf
Ser�ices Graup at (817� 392-7924.
lJ pdateci: 091Z�12�20
lJtilit Emhedment Sand
PrvdWcer Address Contact Persor� Prod�ct �xp€ration
Date
Jennifer Lutz
225"� Silver Creek Rd. Utility
Silver Craek JennifarCo�silvercreekmat
Mat�riais �art Wa�th, �iX 75108 erials.com Em�e�ment 03J0412422
�$17} 245-242fi 81T 914-1fi72 5and
4535 5 Dick Price F2d. Evon 5tewarf lltiEity
Crouch fVlaterials Fart Worth, TX 76140 dispat��(c�crauc#�gs.carrl Embedment �31D4124��
972 985-7951 972 985-7951 Sand
7551 f'eden Rd Linda Schilling Utility
F and L �irt Mavers Azle, Tx 760�0 IischiilingSa�att.net Embedment p31p412d22
817 �53-8998 817 �453-8998 Sand
�91 Private Rd. Linda 5chilling Lltility
F and L❑irt Mov�rs A�arora, T7C 760�8 I�schillin att.net Embedment �31Q41���2
8'E7 453-$99$ 817 453-8998 Sand
Tvnya Wax(er
52� 1 I�ew Tin Top Rd. lJtiaity
7in Top Markin Tonya.Waxler(c�martinm
Mariefta Weatherfard, TX 76087 arietta.com Embedment �31a412�22
�8� 7] 595-43�7 g7� 547-3377 Sand
Pre-Approved IJtility EmE�edrnent Sand Page 1 af 1 �912212D2�
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 1 OF 3
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET**ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET**ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET**ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 2 OF 3
**Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in-place. No exceptions to this requirement shall be allowed.
Updated: 10/13/21
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Pipes 33-05-13 (Rev 03/19/21)
4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60"
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 3 OF 3
Updated: 04/14/21
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K.Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc.Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
*33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
*33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
*33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged)ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged)ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged)Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 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 A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32")ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
*33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
*33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
*33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.
*33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
*33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
*33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc.ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc.48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
*E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc.Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner)Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
*E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior)ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior)Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
*33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
*33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
*33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc.Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
*33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
*33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co.AWWA C150, C151
*33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co.AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc.D025LTP02(Composite Body)2"
Sewer - Pipes/Concrete
*E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc.ASTM C 76
*E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
*E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc.ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
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/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP)Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe Group Thompson Pipe (Flowtite)ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
*High-density polyethylene pipe Phillips Driscopipe, Inc.Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
*High-density polyethylene pipe Plexco Inc.ASTM D 1248 8"
*High-density polyethylene pipe Polly Pipe, Inc.ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
*33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle)SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thru 15"
*33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
*33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc.SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp.SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
*Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA)Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
*Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp.EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe,ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc.Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS)SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc.#406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel)Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel)Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
*E1-11 Combination Air Release Valve GA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
*E1-11 Combination Air Release Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
*E1-11 Combination Air Release Valve Valve and Primer Corp.APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works)WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc.DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp.DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc.Mechanical Joint Fittings AWWA C153 & C110
*E1-07 Ductile Iron Fittings Griffin Pipe Products, Co.Mechanical Joint Fittings AWWA C 110
*E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112
02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255)AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247)AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron)AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
*E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
*E1-26 Resilient Seated Gate Valve M&H 4" - 12"
*E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co.Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co.Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co.AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co.16" RS GV (SD D-20995)AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co.Clow RW Valve (SD D-21652)AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co.Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
*E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
*E1-30 Rubber Seated Butterfly Valve Henry Pratt Co.AWWA C-504 24"
*E1-30 Rubber Seated Butterfly Valve Mueller Co.AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co.AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson)AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind.Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable)
* From Original Standard Products List 5