HomeMy WebLinkAboutContract 55816-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER & WASTEWATER
IMPROVEMENTS TO SERVE
MQ NORTHSIDE RETAIL LLC
IPRC Record No. IPRC20-0144
City Project No. 102895
FID No. 30114-0200431-102895-E07685
File No. K-2811
X File No. X-26728
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
June 2021
WINKELMANN AND ASSOCIATES, INC.
SURVEYORS & CONSULTING CIVIL ENGINEERS
6750 HILLCREST PLAZA DRIVE, SUITE 215
DALLAS, TEXAS 75230
6/18/2021
CSC No. 55816-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 6
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102895
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 (Required as applicable) 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 MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102895
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 MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102895
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102895
Revised March 20, 2020
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102895
Revised March 20, 2020
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
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
Page 6 of 6
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102895
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-6.09 Permits and Utilities
GR-01 60 00 Product Requirements
END OF SECTION
00 42 43
DAP - BID PROPOSAL
Page 1 of 3
1 3311.0141 6" Water Pipe 33 11 10, 33 11 12 LF 180 $31.50 $5,670.00
2 3311.0241 8" Water Pipe 33 11 10, 33 11 12 LF 858 $36.50 $31,317.00
3 3312.3002 6" Gate Valve 33 12 20 EA 7 $790.00 $5,530.00
4 3312.2203 2" Water Service 33 12 10 EA 5 $2,360.00 $11,800.00
5 3312.2003 1" Water Service 33 12 10 EA 5 $1,660.00 $8,300.00
6 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 1 $5,318.00 $5,318.00
7 3312.0001 Fire Hydrant Assembly (Straight/Ell)33 12 40 EA 2 $2,800.00 $5,600.00
8 3305.0109 Trench Safety 33 05 10 LF 1038 $2.50 $2,595.00
9 20" ID Steel Encasement Bore LF 48 $380.00 $18,240.00
10 3312.4112 16" x 8" Tapping Sleeve & Valve 33 12 25 EA 1 $6,000.00 $6,000.00
11 8" Gate Valve(s)33 12 20 EA 9 $1,170.00 $10,530.00
12 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $2,100.00 $2,100.00
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Bidlist Item
No.
UNIT I: WATER IMPROVEMENTS
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
TOTAL UNIT I: WATER IMPROVEMENTS $113,000.00
Bid
Quantity Unit Price Bid Value
Project Item Information
UNIT PRICE BID Bidder's Application
Specification Section No.Unit of
Measure
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
00 42 43
DAP - BID PROPOSAL
Page 2 of 3
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity Unit Price Bid Value
Project Item Information
UNIT PRICE BID Bidder's Application
Specification Section No.Unit of
Measure
1 3331.4115 8" Sewer Pipe 33 11 10, 33 31 12, 33 31 20 LF 908 $35.30 $32,052.40
2 3331.3101 4" Sewer Service 33 31 50 EA 5 $1,986.00 $9,930.00
3 3305.0113 Trench Water Stops 33 05 01 EA 3 $330.00 $990.00
4 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 2 $4,169.30 $8,338.60
5 3339.1001 4' Sealed Manhole 33 39 10, 33 39 20 EA 1 $5,295.10 $5,295.10
6 3301.0002 Post-CCTV Inspection 33 01 31 LF 908 $3.90 $3,541.20
7 3301.0101 Manhole Vacuum Testing 33 01 30 EA 3 $605.00 $1,815.00
8 3305.0109 Trench Safety 33 05 10 LF 908 $3.90 $3,541.20
9 3331.3102 4" 2-Way Cleanout 33 31 50 EA 5 $492.70 $2,463.50
10 0330.0001 Concrete Encase Sewer Pipe 03 30 00 CY 17 $433.50 $7,369.50
11 Connect to Existing WWMH/Adjust Rim EA 1 $2,663.50 $2,663.50
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UNIT II: SANITARY SEWER IMPROVEMENTS
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $78,000.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
oaaz a3
D.-�P - BIll PkOPOS.aL
Page 7 of 3
SECTION OD 42 43
Developer Awarded Projects - PROPOSAL FORM
UNiT PRICE BID
Bidder's Application
Projcct llem lidunnation E3iddcr's Propo�al
t3idli;t [tem Uescnptfon Sp�cificalion Seclion \o. ��"t of Bid ����t I'rice 33[d Value
\o. �Seasure Quanuiy
I3id Summory
UNIT I: WA7ER IMPROVEMENTS
UNIT II: SANI7ARY SEWER IArtPROVEMENTS
ihis E3id is submittcd b� thc cnlitr' na�ucd bclu�r:
[31D�ER:
SouEheni Atechanical Plumbing, Int.
400 S. Aston Drive
Sunnyvale, TX 7i182
Contraclor agrees to complele��'ORK fur I I.\':11.:�CCE1''fAVCF, tritltin
COSTRAC7' cummcaccs tn run as pru�idcd in liieGcncra! ConiEitions.
I�:\I) OP SIiC'flD\
Cl I Y' OF f UR I 1SORy11
STA\I):1RUCU\�$7Rl'Cf[O\ SPECIFIC,VIU\' EIUCI:\1F:ST5- hP.�`FLOFI[R AS�'ARI)E'll PROtf,CfS
Fnrm Vcrs�ion �lat- 22, 20] 9
$113,ODO.flO
$78,OOD. DO
Tuta] Construclion 13id �191,000.00
�' -` �>
/ - �.. � -/ /'
/
T[TL,E: Presidcnt
EL�'E 1:: 12I2912020
90 ��orking da}s oiflrr tUc datc �shrn thc
\I(2 \UR7 k�iSIUP RFTAIl. I.I. C
City Prnjec� So 10289�
0o as iz
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 4512
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work rype(s) listed. In the "Major Work
Tvue" box provide the com�lete major work type and actual description a�rovided by the Water
Deparhnent for water and sewer.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
8" PVC Wastewater for New Southern Mechanical Plumbing, Inc. 10/31/2021
Development, Open, Manhole
installation
8" PVC Water for New Southern Mechanical Plumbing, Inc. 10/31/2021
Develo ment.
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Southern Mechanical Plumbing Inc.
400 S. Aston Drive
Sunnyvale, Texas 75182
BY: G . Shelton
(Signature)
TITLE: President
DATE: June 10, 2021
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCiION PREQUALIFICATION SiATEMENT— DEVELOPER AWARDED PROJECI'S MQ NORTHSIDE ftETA1L LLC
Form Version Sepiember 1, 2015 City Project No. 102895
May 05, 2021
Mr Earl W Shelton
��_ } ;''� f ' -F \... t,, ; _ �
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SMPI (Southern Mechanical Plumbing Inc)
400 S Aston Dr
Sunnyvale, TX 75182
PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS
Dear Mr. Shelton:
Thank you for your submittai of information and clata toward prequalification to perform our work.
We are pleased to advise that your prequalification has been finalized. A bid limit $8,384,651.60
has been established for your organization based on the financial data submitted.
Your firm is prequalified to perform the following work:
-- Wastewater Mains (16" and under) for New Development, Rehabilitation, and Redevelopment using Open
Cut construction methods
-- Water Mains (12" and under) for New Development, Rehabilitation, and Redevelopment using Open Cut
construction methods
The prequalification and bid limit established above will remain current through 90I3112029
This date was established to be sixteen (16) months from the date of the most recent financial statement
received, unless rescinded for cause.
Should you desire prequalification in the fuiure beyond the aforementioned, subrnittal of updated financials, work
experience, and equipment list will be necessary for this department to establish a new bid limit. Please be
advised that the plans and documents for the work to be performed must be submitted to and approved by the
City of Fort Worth Water Department.
We appreciate your interest in our work and should you have some question in this or other matters within our
purview, please do noi hesitate to contact Mr. John Kasavich at (817}392-8480 or Cheryl Howe at {817)392-
2752.
Yours very truly,
r
�Qh �ti.y�J �
_�
��� Chris Harder, P.E.
Water Director
Fort Worth
�
M-Amedsa CitY
�a�D���
19Gd • 1993 • Z011
MAIL TO: John Kasavich, P.E.
Fort Worth Water Department
Engineering & Regulatory Services
200 Texas Street
Fort Worth, TX 76102
WATER DEPARTMENT
T�ie Cin' OF FORT WORTH * ZOO TEXAS STREET * FOR'1' WORTH, TEXAS %6102
817-392-8240 * Fax 817-392-8195
� Prin[ed on recycled paper
004526-1
CONTRACiOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3
4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 102793. Contractor further certifies that, pursuant to Texas Labor Code, Section
7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9 CONTRACTOR:
10 Southern Mechanical Plumbin�, Inc. By: Gary R. Shelton
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Company (Please Print)
400 S. Aston Drive Signature:
Address
Sunnyvale, Texas 75182 Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
BEFORE ME, the undersigned authority, on this day personally appeared Gary R. Shelton,
known to me to be the person whose name is subscribed to the foregoing instrument, and
acknowledged to me that he/she executed the same as the act and deed of Southern
Mechanical Plumbin�, Inc. for the purposes and consideration therein expressed and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 10t'' day of June. 2021.
.,pa�;P��.. MISTY ROUTSONG � `(/] ��Z..�
•:°�'�, NOTARY PUBLIC
�*:� *• IDff 1313G3301 Notary Public in and for the State exas
'•"�••�' � ����' State of Texas
�9•'.f of i�" � Comnt Exp. 10-04-2021
��rv� „...
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTSCity Project No. 102793
Revised April 2, 2014
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
005243-1
Developer Awarded Project Agreement
Page 1 of 6
1
2
SECTION 00 52 43
AGREEMENT
3 THIS AGREEMENT, authorized on June 10, 2021 is made by and between the Developer,
4 (MQ Northside Retail LLC), authorized to do business in Texas ("Developer"), and
5 Sounthern Mechanical Plumbin�, Inc. , authorized to do
6 business in Texas, acting by and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree
8 as follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part
14 is generally described as follows:
15 MQ Northside Retail LLC
16 City Prolect No. 102895
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 90 working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the
24 Standard City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10
29 of the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
CIN OF FORT WORTH MQ NORTNSIDE RETAII LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102895
Revised June 16, 2016
005243-2
Developer Awarded Project Agreement
Page 2 of 6
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proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
completed on time. Accordingly, instead of requiring any such proof, Contractor agrees
that as liquidated damages for delay (but not as a penalty), Contractor shall pay
Developer five hundred Dollars ($500.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acce ptance.
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the
39 Contract Documents an amount in current funds of One hundred ninety one thousand and 00
40 cents Dollars ($191,000.00).
41 Article 5. CONTRACT DOCUMENTS
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5.1 CONTENTS:
A. The Contract Documents which comprise the entire agreement between Developer
and Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (projectspecific)
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 Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPERAWARDED PROJECTS
Revised lune 16, 2016
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
005243-3
Developer Awarded Project Agreement
Page 3 of 6
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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 Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract
Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
005243-4
DeveloperAwarded ProjectAgreement
Page 4 of 6
76 Article 6. INDEMNIFICATION
77 6.1 Contractor covenants and agrees to indemnify, hold harrnless and defend, at its own
78 expense, the city, its officers, servants and employees, from and against any and all
79 claims arising out of, or alleged to arise out of, the work and services to be performed by
80 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under
81 this contract. This indemnification provision is specificallv intended to operate and be
82 effective even if it is alle�ed or proven that all or some of the dama�es bein� sou�ht
83 were caused in whole or in part, bv any act, omission or negli�ence of the city. This
84 indemnity provision is intended to include, without limitation, indemnity for costs,
85 expenses and legal fees incurred by the city in defending against such claims and causes
86 of actions.
E�
88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
89 the city, its officers, servants and employees, from and against any and all loss, damage
90 or destruction of property of the city, arising out of, or alleged to arise out of, the work
91 and services to be performed by the contractor, its officers, agents, employees,
92 subcontractors, licensees or invitees under this contract. This indemnification provision
93 is specificallv intended to operate and be effective even if it is alleged or proven that all
94 or some of the dama�es being sou�ht were caused, in whole or in part, by any act,
95 omission or ne�li�ence of the city.
96
97 Article 7. MISCELLANEOUS
98 7.1 Terms.
99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
100 the Construction Contract for Developer Awarded Projects.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the Developer.
104 7.3 Successors and Assigns.
105 Developer and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPERAWARDED PROJECfS City Project No. 102895
Revised June 16, 2016
OU5243-5
DeveloperAwarded ProJeccAgreement
Page 5 of 6
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shali be deemed stricken, and all
111 remaining provisions sha11 continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including a(I of the Contract Documents is perforrnable in the State of
115 Texas. Venue shall he Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
117
118 7.6 Authority to Sign.
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Contractor shali attach evidence of authority to sign Agreement, if other than duly
authorized signatoryofthe Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date"}.
Contractar:
Southern Mechanical Plumbing, lnc.
Developer:
MQ Northside Retail LLC.
' ' \ �j �
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B �•��''�'' '�^-� 9.... B � � ' �k�
a �
� '_� _. : �-:, _ Y� ; ` _��,' �--�'�---
(Signature) (Signature)
CITY OF FORT WORTH
SiANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPERAWARDED PROIECTS
Revised June 16, 2016
MQ NORTHSfOE RFTAIL LLC
City Project No.102895
005243-6
Developer Awarded Project Agreement
Page 6 of 6
127
Gary R. Shelton
(Printed Name)
Title: President
Company Name:
Address:
400 S. Aston Drive
City/State/Zip:
Sunnyvale, Texas 75182
June 10, 2021
Date
Don Silverman
(Printed Name)
Title: Manager
Company name: MQ Northside Retail LLC.
Address:
4622 Maple Avenue
Suite 200
City/State/Zip:
Dallas, Texas 75219
June 10, 2021
Date
CIIY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
006213-1
PERFORMANCE BOND
Page 1 of 4
1
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THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
SECTION 00 62 13 Bond No. HSHNSU0793042
PERFORMANCE BOND
§ KNOW ALL BY THESE PRESENTS:
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That we, Southern Mechanical Plumbing, Inc. , known as
"Principal" herein and Harco National Insurance Company a corporate
surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer MQ
Northside Retail LLC, authorized to do business in Texas ("Developer") and the City of Fort
Worth, a Texas municipal corporation ("City'), in the penal sum of, ONE HUNDRED NINETY ONE
THOUSAND AND 00 CENTS DOLLARS ($191,000.00), lawful money of the United States, to be
paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be
made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
20 CFA Number CFA20-0125; and
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WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the 10th day of .1une , 202� , which Contract is hereby referred to and made a
part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as MQ Northside Retail LLC.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall
27 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully
28 perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
CITY OF FORT WORTH MQ NORTHSIDE RETAI� LLC
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102793 City Project No. 102895
Revised January 31, 2012
f
00 62 13 - 2
PERFORMANCE BOND
Page 2 of 4
1 extension of the Contract that may be granted on the part of the Developer and/or City, then
2 this obligation shall be and become null and void, otherwise to remain in full force and effect.
3 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
4 Tarrant County, Texas orthe United States District Court for the Northern District of Texas, Fort
5 Worth Division.
6 This bond is made and executed in compliance with the provisions of Chapter 2253 of
7 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in
8 accordance with the provisions of said statue.
9 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
10 instrument by duly authorized agents and officers on this the 11th day of �une
11 , 202�
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PRINCIPAL:
Southern Mechanical Plumbing, Inc.
�
BY:
Signature
ATTEST:
J�rRF� � x• v�t�.�vG
(Principal) Secretary
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102793
Revised January 31, 2012
Gary Shelton, President
Name and Title
Address:
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
006213-3
PERFORMANCE BOND
Page 3 of 4
1
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5 � � 5��--
L � w a sw�'��i'{.�
6 Witness as to Principal
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28 'tness s to Suret�—
29
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400 S. Aston Drive
Sunnyvale, TX 75182
S U R ETY:
Harco National Insurance Company
BY: � i��� `� �� ��� � � -'
Signature
Lauren Lane, Attorney-in-Fact
Name and Title
Address:
PO Box 1299
Amarillo, TX 79105
Telephone
(806) 468-0400
Number:
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102793 City Project No. 102895
Revised January 31, 2012
006213-4
PERFORMANCE 80ND
Page 4 of 4
3 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
4 from the by-laws showing that this person has authority to sign such obligation. If
5 Surety's physical address is different from its mailing address, both must be provided.
7 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102793 City Project No. 102895
Revised January 31, 2012
POWER OF ATTORNEY Bond# HSHNSU0793042
HARCO NATIONAL INSURANCE COMPANY
INTERNATIONAL FIDELITY INSURANCE COMPANY
Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605
KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of
the State of Iliinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New
Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and
appoint
RICK CLEMENTS, TRACY VELASQUEZ, LAUREN LANE, CORY B. BENTLEY, ROBERT B. BENTLEY
Amarillo, TX
their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of
indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract
or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL
INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had
been duly executed and acknowledged by their regularly elected officers at their principal offices.
This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By-Laws of HARCO NATIONAL INSURANCE COMPANY
and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of
Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of
Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018.
"RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the
Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys-in-Fact or agents with power and authority as defined or limited
in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seai thereto, bonds, undertakings,
recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such O�cers of the Corporation
may appoint and revoke the appointments of joint-control custodians, agents for acceptance of process, and Attorneys-in-fact with authority to execute
waivers and consents on behalf of the Corporation; and (3) the signature of any such O�cer of the Corporation and the Corporation's seal may be affixed
by facsimile to any power of attorney or certification given for the execution of any bond, undeRaking, recognizance, contract of indemnity or other written
obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the
Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same
force and effect as though manually affixed."
IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL
FIDELITY INSURANCE COMPANY have each executed and attested these presents
on this 31st day of December, 2019 ,,,,,,
,: `S� �; ISUA� �..
;`\o��:opvor�T'�'c� =
; i_ : t F'•. n� =
=z� SEAL �a=
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....�
`Oti�1TY 1psG
x �44 4�� A��
o �' SEAI `" r�„
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� `�Y IE4S� 3•0
d'�f�� r �,�a
STATE OF NEW JERSEY STATE OF ILLINOIS
County of Essex � County of Cook
�!
Kenneth Chapman
Executive Vice President, Harco National insurance Company
and International Fidelity Insurance Company
On this 31st day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and,
being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and
INTERNATIONAL FIDELI7Y INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the
said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies.
`,Llllll���
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'.,'YF�...... 5�,��
i,�� JE�<<��
.
IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark,
New Jersey the day and year first above written.
�'�� Q.
Shirelle A.Outley a Notary Public of New Jersey
My Commission Expires April 4, 2023
CERTI FICATION
I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and IN?ERNATIONAL FIDELITY INSURANCE COMPANY do hereby ceRify
that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By-Laws of said Companies as set
forth in said Power of Altorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the
whole of the said originals, and that the said Power of Attorney has not been revoked and i� nuw in full force and effect.
IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, June ? 1, 2021
A02200
�� `'��
Irene Martins, Assistant Secretary
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact Harco IVational Insurance Company
at:
1-800-333-4167
You may also write to: Harco National [nsurance
Company c/o IAT Surety at:
Attn: Claims Department
One Newarlc Center, 20�'' Floor
Newark, NJ 07102
You may contact the Texas Department of Insurance
to obtain information on companies, coverages, rights
or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.�ov
E-mail: ConsumerProtection rr,tdi.texas.�ov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning yoar premium
or about a claim you should contact the agent or the
company first. If the dispute is not resolved, you may
contact the Texas Department of Insurance.
ATTACH THIS NOTICG TO YOUR BOIYD:
This notice is for information only and does not
become n part or condition of the attached document.
AVISO IMPORTANTE
Para obtener informacion o para presentar una queja:
Usted puede comunicarse con su Harco National
Insurance Company al:
1-800-333-4167
Usted tambien puede escribir a Harco National
Insurance Company c/o fAT Surety at:
Attn: Claims Department
One Newark Center, 20"' Floor
Newark, NJ 07102
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax:(Sl2)490-1007
Web: www.tdi.texas.�ov
E-mail: ConsumerProtectionna,tdi.texas.�ov
DISPUTAS SOBRG PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o la compania
primero. Si no se resuelve la disputa, puede entonces
comunicarse con el departamento (TDI).
UNA ESTE AVISO A SU FIAIYZA DE CARANTIA:
Este aviso es solo para proposito de informacion y no
se convierte en parte o condicion del documento
adjunto.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED
ENDORSEMENT - FORM A
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
Policy Number Agency Number Policy Effective Date
CPP21044110402 0755338 03/01/2021
Policy Expiration Date Date Account Number
03/Ol/2022 03/15/2021 20044084
Named Insured Agency Issuing Company
SOUTHERN MECHANICAL PLUMBING, UPSHAW INSURANCE AGENCY, AMERISURE MUTUAL INSURANC
INC. INC. COMPANY
1. a. SECTION II - WHO IS AN INSURED is amended to add as an additional insured any person or
organization whom you are required to add as an additional insured on this policy under a written contract or written
agreement relating to your business.
b. The written contract or written agreement must:
(1) Require additional insured status for a time period during the term of this policy; and
(2) Be executed prior to the "bodily injury", "property damage", or "personal and advertising injury" leading to a
claim under this policy.
c. If, however:
(1) "Your work" began under a letter of intent or work order; and
(2) The letter of intent or work order led to a written contract or written agreement within 30 days of beginning
such work; and
(3) Your customer's customary contracts require persons or organizations to be named as additional insureds;
we will provide additional insured status as specified in this endorsement.
2. The insurance provided under this endorsement is limited as follows:
a. That person or organization is an additional insured only with respect to liability caused, in whole or in part, by:
(1) Premises you:
(a) Own;
(b) Rent;
(c) Lease; or
(d) Occupy;
(2) Ongoing operations performed by you or on your behalf. Ongoing operations does not apply to "bodily
injury" or "property damage" occurring after:
(a) All work to be performed by you or on your behalf for the additional insured(s) at the site of the
covered operations is complete, including related materials, parts or equipment (other than service,
maintenance or repairs); or
(b) That portion of "your work" out of which the injury or damage arises is put to its intended use by any
person or organization other than another contrador working for a principal as a part of the same
project.
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 85 10 15 Pages 1 of 3
(3) Completed operations coverage, but only if:
(a) The written contract or written agreement requires completed operations coverage or "your work"
coverage; and
(b) This coverage part provides coverage for "bodily injury' or "property damage" included within the
"products-completed operations hazard".
However, the insurance afForded to such additional insured only applies to the extent permitted by law.
b. If the written contract or written agreement:
(1) Requires "arising out of' language; or
(2) Requires you to provide additional insured coverage to that person or organization by the use of either or
both of the following:
(a) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization
endorsement CG 20 10 10 01; or
(b) Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20
371001;
then the phrase "caused, in whole or in part, by" in paragraph 2.a. above is replaced by "arising out of'.
c. If the written contract or written agreement requires you to provide additional insured coverage to that person
or organization by the use of:
(1) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization endorsement
CG 20 10 07 04 or CG 20 10 04 13; or
(2) Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 07
04 or CG 20 37 04 13; or
(3) Both those endorsements with either of those edition dates; or
(4) Either or both of the following:
(a) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization
endorsement CG 20 10 without an edition date specified; or
(b) Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20
37 without an edition date specified;
then paragraph 2.a. above applies.
d. Premises, as respects paragraph 2.a.(1) above, include common or public areas about such premises if so
required in the written contract or written agreement.
e. Additional insured status provided under paragraphs 2.a.(1)(b) or 2.a.(1)(c) above does not extend beyond
the end of a premises lease or rental agreement.
f. The Iimits of insurance that apply to the additional insured are the least of those specified in the:
(1) Written contract;
(2) Written agreement; or
(3) Declarations of this policy.
The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the Declarations.
g. The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or
"personal and advertising injury" arising out of an architecYs, engineer's, or surveyor's rendering of, or failure
to render, any professional services, including but not limited to:
(1) The preparing, approving, or failing to prepare or approve:
(a) Maps;
(b) Drawings;
(c) Opinions;
Includes copyrighted material of Insurance Services Office, Inc.
Page 2 of 3 CG 70 85 10 15
(d) Reports;
(e) Surveys;
(� Change orders;
(g) Design specifications; and
(2) Supervisory, inspection, or engineering services.
h. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is
deleted and replaced with the following:
4. Other Insurance.
Coverage provided by this endorsement is excess over any other valid and collectible insurance available
to the additional insured whether:
a. Primary;
b. Excess;
c. Contingent; or
d. On any other basis;
but if the written contract or written agreement requires primary and non-contributory coverage, this
insurance will be primary and non-contributory relative to other insurance available to the additional
insured which covers that person or organization as a Named Insured, and we will not share with that
other insurance.
If the written contract or written agreement as outlined above requires additional insured status by use of CG
20 10 11 85, then the coverage provided under this CG 70 85 endorsement does not apply except for
paragraph 2.h. Other Insurance. Additional insured status is limited to that provided by CG 2010 11 85
shown below and paragraph 2.h. Other Insurance shown above.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization: Blanket where required by written contract or written agreement that
the terms of CG 20 10 11 85 apply.
(If n� entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN IfVSURED (Section II) is amended to include as an insured the person or organization shown
in the Schedule, but only with respect to liabiliry arising out of "your work" for that insured by or for you.
CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984
j. The insurance provided by this endorsement does not apply to any premises or work for which the person or
organization is specifically listed as an additional insured on another endorsement attached to this policy.
Includes copyrighted material of Insurance Services Office, Inc.
CG 70 85 10 15 Pages 3 of 3
006214-1
PAYMENTBOND
Page 1 of 3
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THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
SECTION 00 62 14 Bond No. HSHNSU0793042
PAYMENT BOND
§ KNOW ALL BY THESE PRESENTS:
That we Southern Mechanical Plumbing, Inc. , known as
"Principal" herein, and Harco National 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, M4 Northside Retail LLC, authorized to do business in Texas "(Developer"), and the
City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of ONE HUNDRED
NINETY ONE THOUSAND AND 00 CENTS DOLLARS ($191,000.00), 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, firmly by these
presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number CFA20-0125;and
21
22
23
24
25
WHEREAS, Principal has entered into a certain written Contract with Developer,
awarded the 10th day of i�ne , 20 21 , which Contract is hereby
referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
materials, equipment, labor and other accessories as defined by law, in the prosecution of the
Work as provided for in said Contract and designated as MQ Northside Retail LLC.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall
27 pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of
28 the Texas Government Code, as amended) in the prosecution of the Work under the Contract,
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102793
Revised lanuary 31, 2012
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
006214-2
PAYMENT BOND
Page 2 of 3
1 then this obligation shall be and become null and void; otherwise to remain in full force and
2 effect.
3 This bond is made and executed in compliance with the provisions of Chapter 2253 of
4 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in
5 accordance with the provisions of said statute.
6 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
7 instrument by duly authorized agents and officers on this the 11th day of
8 June , 2021
�]
ATTEST: BY:
Signature
(Principal) ecre ary JE��'HY �"'�{'�G
Address: 400 S. Aston Drive
��S'
c a W �. �l. ,�.; �,
Witness as to Principal
PRINCIPAL:
Southern Mechanical Plumbing, Inc.
Gary Sheiton, President
Name and Title
Sunnyvale, TX 75182
SU RETY:
Harco National Insurance Company
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102793
Revised January 31, 2012
MQ NORTHSIDE RETAIL LLC
City Project No. 302895
006214-3
PAYMENT BOND
Page 3 of 3
ATTEST: BY�
Signature
Lauren Lane, Attorney-in-Fact
(Surety) Secretary
_11ut�1�1�1/ / /. . .�,
_ �
.
1
Name and Title
Address: PO Box 1299
Amarillo, TX 79105
Telephone Number: (806) 468-0400
2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
3 bylaws showing that this person has authority to sign such obligation. If Surety's physical
4 address is different from its mailing address, both must be provided.
5
6 The date of the bond shall not be prior to the date the Contract is awarded.
r�
�
END OF SECTION
,
' � '. _
� , , :� .
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102793 City Project No. 102895
Revised January 31, 2012
P OW E R O F ATT O R N EY Bona # HSHNSU0793042
HARCO NATIONAL INSURANCE COMPANY
INTERNATIONAL FIDELITY INSURANCE COMPANY
Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605
KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of
the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New
Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and
appoint
RICK CLEMENTS, TRACY VELASQUEZ, LAUREN LANE, CORY B. BENTLEY, ROBERT B. BENTLEY
Amarillo, TX
their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behaif as surety, any and all bonds and undeRakings, contracts of
indemnity and other writings obligatory in the nature thereof, which are or may be ailowed, required or permitted by law, statute, rule, regulation, contract
or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL
INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and ampiy, to all intents and purposes, as if the same had
been duly executed and acknowledged by their regularly elected officers at their principal offices.
This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By-Laws of HARCO NATIONAL INSURANCE COMPANY
and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of
Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of
Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting heid on the 13th day of December, 2018.
"RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the
Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys-in-Fact or agents with power and authority as defined or limited
in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings,
recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation
may appoint and revoke the appointments of joint-control custodians, agents for acceptance of process, and Attorneys-in-fact with aulhority to execute
waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed
by facsimile to any power of attorney or certification given for the execution of any bond, undeRaking, recognizance, contract of indemnity or other written
obligation in the nature thereof or retated thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the
Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same
force and effect as though manually affixed."
IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL
FIDELITY INSURANCE COMPANY have each executed and attested these presents
on this 31 st day of December, 2019 ,,,,
= �a`'Go�v o ���'��n�'�
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=z: SEAL :b:
: O �� 13II.S : _.. .
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STATE OF NEW JERSEY STATE OF ILLINOIS
County of Essex County of Cook
/���
v�i
Kenneth Chapman
Executive Vice President, Harco National Insurance Company
and International Fidelity Insurance Company
On this 31 st day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and,
being by me duiy sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and
INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seais of said Companies; that the
said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies.
`, ,������,,, �
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IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at ihe Cily of Newark,
New Jersey the day and year first above written.
�'�'�. Q.
Shirelle A.Outley a Notary Public of New Jersey
My Commission Expires April 4, 2023
CERTIFICATION
I, the undersigned officer of HARCO NATIONAI� INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify
that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By-Laws of said Companies as set
forth in said Power of Attorney, with the originals on file in the home office of said companies: and that the same are correct transcripts thereof, and of the
whole of the said originals, and that the said Power of Attorney has not been rev�ked and �s no�a in full force and effect.
IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, Jw�a 11, 2Q21
A02200
�/rC-r'L� � �� - -
Irene Martins, Assistani Secretary
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact Harco National Insurance Company
at:
1-800-333-4167
You may also �vrite to: Harco IYational Insurance
Company c/o IAT Surety at:
Attn: Claims Department
One Newark Center, 20`�' Floor
IYewark, I�IJ 07102
You may contact the Texas Department of Insurance
to obtain information on companies, coverages, rights
or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance
P. O. Box 149104
Austin, TX 78714-9104
Fax:(512)490-1007
Web: www.tdi.texas.�ov
E-mail: ConsumerProtection rr,tdi.texas.�ov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium
or about a claim you should contact the agent or the
company first. If the dispute is not resolved, you may
contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not
become a part or condition of the attached document.
AVISO IMPORTANTE
Para obtener informacion o para presentar una queja:
Usted puede comunicarse con su Harco National
Insurance Company al:
1-800-333-4167
Usted tambien puede escribir a Harco National
Insurance Company c/o IAT Surety at:
Attn: Claims Department
One Newark Center, 20'h Floor
Newark, IVJ 07102
Puede com�nicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.�ov
E-mail: ConsumerProtection(a�tdi.texas.�ov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o la compania
primero. Si no se resuelve la disputa, puede entonces
comunicarse con el dep�rtamento (TDI).
UNA ESTE AVISO A SU FIANZA DG CARANTIA:
Este aviso es solo para proposito de informacion y no
se convierte en parte o condicion del documento
adjunto.
006219-1
MAINTENANCE BOND
Page 1 of 5
1
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7
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18
THE STATE OF TEXAS
SECTION 00 62 19 Bond No. HSHNSU0793042
MAINTENANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we Southern Mechanical Plumbing, Inc. , known as
"Principal" herein and Harco National Insurance Company , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, MQ
Northside Retail LLC, authorized to do business in Texas ("Developer") and the City of Fort
Worth, a Texas municipal corporation ("City'), in the sum
pf One Hundred Ninety One Thousand and 00 Cents Dollars ($ 191,000.00 ),
lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment
of which sum well and truly be made jointly unto the Developer and the City as dual obligees
and their successors, we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
21 CFA Number CFA20-0125; and
22
23
24
25
26
27
28
WHEREAS, the Principal has entered into a certain written contract with the Developer
awarded the 10th day of June , 20 21 , which Contract is
hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish
all materials, equipment labor and other accessories as defined by law, in the prosecution ofthe
Work, including any Work resulting from a duly authorized Change Order (collectively herein,
the "Work") as provided for in said Contract and designated as MQ Northside Retail LLC; and
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102895
Revised January 31, 2012
MQ NORTHSIDE RETAII LLC
City Project No. 102895
r r
006219-2
MAINTENANCE BOND
Page 2 of 5
1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
2 accordance with the plans, specifications and Contract Documents that the Work is and will
3 remain free from defects in materials or workmanship for and during the period of two (2) years
4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
5
6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
7 receiving notice from the Developer and/or City of the need thereof at any time within the
8 Maintenance Period.
�
10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy
11 any defective Work, for which timely notice was provided by Developer or City, to a completion
12 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
13 full force and effect.
14
15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
16 noticed defective Work, it is agreed that the Developer or City may cause any and all such
17 defective Work to be repaired and/or reconstructed with all associated costs thereof being
18 borne by the Principal and the Surety under this Maintenance Bond; and
19
20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
22 Worth Division; and
23
24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
25 recoveries may be had hereon for successive breaches.
26
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102895 City Project No. 102895
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 5
CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCity Project No. 102895 City Project No. 102895
Revised January 31, 2012
t
006219-4
MAINTENANCE BOND
Page 4 of 5
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 11th day of June
3 , 2021
4
5
6
7
8
9
10
11
12
13
14
15
16
17
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19
20
21
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29
30
PRINCIPAL:
Southern Mechanical Plumbing, Inc.
L•3'�
Signature
ATTEST:
� J(altEn''� (L.✓Tfi�lG
(Principal) Secretary
�� S�: �.
C c� W S/h � f�.�.
Witness as to Principal
CITY OF FORT WORTH
STANDARD CITY CONOITIONS — DEVELOPER AWARDED PROJEC75City Project No. 102895
RevisedJanuary 31, 2012
Shelton, President
Name and Title
Address:
400 S. Aston Drive
Sunnyvale, TX 75182
SURETY:
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
006219-5
MAINTENANCE BOND
Page 5 of 5
25
26 The date of the bond shall not be prior to the date the Contract is awarded.
Harco National Insurance Company
BY: ����(tit''�L l/ "{�h.-�L�- - -
Signature
Lauren Lane, Attorney-in-Fact
Name and Title
Add ress:
PO Box 1299
Amarillo, TX 79105
Telephone
(806) 468-0400
Number:
22 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
23 from the by-laws showing that this person has authority to sign such obligation. If
24 Surety's physical address is different from its mailing address, both must be provided.
1
2
3
4
5
6
7
8
9
10 ATTEST:
11
12
13
14 (Surety) Secretary
15
16
17
18
19 ' ness a to Suret
20
21
27
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROIECTSCity Project No. 102895
Revised January 31, 2012
MQ NORTHSIDE RETAII LLC
City Project No. 102895
POWER OF ATTORNEY Bond# HSHNSU0793042
HARCO NATIONAL INSURANCE COMPANY
INTERNATIONAL FIDELITY INSURANCE COMPANY
Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605
KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of
the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New
Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Iliinois and Newark, New Jersey, do hereby constitute and
appoint
RICK CLEMENTS, TRACY VELASQUEZ, LAUREN LANE, CORY B. BENTLEY, ROBERT B. BENTLEY
Amarillo, TX
their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of
indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract
or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL
INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to ali intents and purposes, as if the same had
been duly executed and acknowledged by their regularly elected officers at their principai offices.
This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By-Laws of HARCO NATIONAL INSURANCE COMPANY
and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by lhe Board of
Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of
Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018.
"RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the
Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys-in-Fact or agents with power and authority as defined or limited
in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings,
recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation
may appoint and revoke the appointments of joint-control custodians, agents for acceptance of process, and Attorneys-in-fact with aulhority to execute
waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed
by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written
obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the
Corporation as the original signature of such o�cer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same
force and effect as though manually affixed."
IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL
FIDELITY INSURANCE COMPANY have each executed and attested these presents
on this 31 st day of December, 2019
=`a�'.r��,vo �R'��'•�, %
:+-�o s,r��-
' r� SEAL �" =
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4\O��ITY I,yS�.o
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d�fHl r },�a
STATE OF NEW JERSEY STATE OF ILLINOIS
County of Essex � County of Cook
� �
Kenneth Chapm na
Executive Vice President, Harco National Insurance Company
and International Fidetity Insurance Company
On this 31 st day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and,
being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and
INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the
said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies.
`�i�uu,,,
�,`'��E A. �''.
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����W JEF�S��
IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark,
New Jersey the day and year first above written.
�'�� Q.
Shirelle A. Outley a Notary Public of New Jersey
My Commission Expires April 4, 2023
CERTIFICATION
I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify
that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By-Laws of said Companies as set
forth in said Power of Attorney, with the originals on file in the home office of sa�d companies, and that the same are correct transcripts thereof, and of the
whole of the said originals, and that the said Power of Attorney has not h�sn re�.�ak�d and is now in full force and effect.
IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, June i 1, 2021
A02200
t�� .� -..-
Irene Martins, Assistant Secretary
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact Harco National Insurance Company
at:
1-800-333-4167
You may also write to: Harco National Insurance
Company c/o IAT Surety at:
Attn: Claims Department
One Newark Center, 20��' Floor
Newark, NJ 07102
You may contact the Texas Department of Insurance
to obtain information on companies, coverages, rights
or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.�ov
E-mail: ConsumerProtection(a),tdi.texas.gov
PRGMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium
o►• about a claim you should contact the agent or the
company first. If the dispute is not resolved, you may
contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not
become a part or condition of the attached document.
AVISO IMPORTANTE
Para obtener informacion o para presentar una que�a:
Usted puede comunicarse con su Harco National
Insurance Company al:
1-800-333-4167
Usted tambien puede escribir a Harco National
Insurance Comp�ny c/o IAT Surety at:
Attn: Claims Department
One Newark Center, 20'h Floor
Newark, NJ 07102
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P. O. 6ox 149104
Austin, TX 78714-9104
Eax: (512) 490-1007
Web: ww�v.tdi.texas.�ov
E-mail: ConsumerProtection(a�tdi.texas.gov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o la compania
primero. Si no se resuelve la disputa, puede entonces
comunicarse con el departamento (TDI).
UNA GSTE AVISO A SU FIANZA DE GARANT[A:
Este aviso es solo para proposito de informacion y no
se convierte en parte o condicion del documento
adjunto.
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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
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
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14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
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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
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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.
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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.
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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.
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41.Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42.Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B.Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C.Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A.Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C.Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a.Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2)$250,000 Bodily Injury per person
3)$500,000 Bodily Injury per accident /
4)$100,000 Property Damage
D.Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E.Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1.“Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2.Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B.Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C.City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D.Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E.City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F.Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G.Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A.Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A.Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B.Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C.Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D.Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E.Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F.Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G.Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H.Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A.To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A.Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4.Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B.Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C.Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D.Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E.Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C.City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B.Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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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.
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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.
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01 11 00 - 1
DAP SUMMARY OF WORK
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CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102895
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
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CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102895
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
DAP SUMMARY OF WORK
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CITY OF FORT WORTH MQ NORTHSIDE RETAIL LLC
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102895
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
SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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,
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
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SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
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SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
4. No additional contract time will be given for substitution.
5. 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 Cit opinion, acceptance will require substantial revision of the original
design
d. In the 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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
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SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
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PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised August 17, 2012
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. 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. 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 execution of the
Agreement and before Work is started.
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. Project Representative
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
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PRECONSTRUCTION MEETING
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised August 17, 2012
e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section 01 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. 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. k 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. g 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. M/WBE or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
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PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised August 17, 2012
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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
01 33 00 - 1
SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
SECTION 01 33 00
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.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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
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SUBMITTALS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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
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SUBMITTALS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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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SUBMITTALS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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 City at least 7 Calendar Days prior to release for
manufacture.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with “RFI” followed by series number, “-xxx”, beginning with “01” and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
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]
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01 33 00 - 8
SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
01 45 23
TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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 document management system, or another external
FTP site approved by the City.
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TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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)
4. ickets 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
3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
management system.
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City Project No. 102895
01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
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
c. Coordination
1) Contact City 1 week before water for construction is desired
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TEMPORARY FACILITIES AND CONTROLS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City
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
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TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
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
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TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
01 57 13 - 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
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.
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STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
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
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
01 60 00
PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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. A list of City approved products for use is available :
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path;
02 - Construction Documents/Standard Products List
B.
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.
C. Any specific product requirements in the Contract Documents supersede similar
1. The City reserves the right to not allow products to be used for certain projects even
D.
products from that manufacturer are approved for use, including but not limited to, that
E.
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]
MQ NORTHSIDE RETAIL LLC
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01 60 00
PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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
3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
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) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
2)
prorated by work completed compared to total work included in the lump
sum item.
c. The price bid shall include, but not be limited to the following:
1) Verification of control data provided by City.
2) Placement, maintenance and replacement of required stakes and markings
in the field.
3) Preparation and submittal of construction staking documentation in the
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.
3. As-Built Survey
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
-
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CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
2) tial payments
prorated by work completed compared to total work included in the lump sum
item.
c. The price bid shall include, but not be limited to the following::
1) Field measurements and survey shots to identify location of completed
facilities.
2) Documentation and submittal of as-built survey data onto contractor redline
plans and digital survey files.
1.3 REFERENCES
A. Definitions
1. Construction Survey - The survey measurements made prior to or while
construction is in progress to control elevation, horizontal position, dimensions and
configuration of structures/improvements included in the Project Drawings.
2. As-built Survey The measurements made after the construction of the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Staking The placement of stakes and markings to provide offsets
and elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Measurements made after construction staking is
completed and before construction work begins to ensure that structures marked on
the ground are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth
website) 01 71 23.16.01_ Attachment A_Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
1.4 ADMINISTRATIVE REQUIREMENTS
A.
Code 2254 (qualifications based selection) for this project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 01 33 00.
B. All submittals shall be received and reviewed by the City prior to delivery of work.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Field Quality Control Submittals
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
1. Documentation verifying accuracy of field engineering work, including coordinate
conversions if plans do not indicate grid or ground coordinates.
2. -
(refer to 01 71 23.16.01 Attachment A Survey Staking Standards).
1.7 CLOSEOUT SUBMITTALS
B. As-built Redline Drawing Submittal
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of
constructed improvements signed and sealed by Registered Professional Land
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 Attachment A
Survey Staking Standards) .
2. Contractor shall submit the proposed as-built and completed redline drawing
submittal one (1) week prior to scheduling the project final inspection for City
review and comment. Revisions, if necessary, shall be made to the as-built redline
drawings and resubmitted to the City prior to scheduling the construction final
inspection.
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the Contractor.
2. Coordination
a. at least one week in advance notifying
the City of when Construction Staking is scheduled.
b.
construction activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. If City
surveyors are required to re-stake for any reason, the Contractor will be
responsible for costs to perform staking. If in the opinion of the City, a
sufficient number of stakes or markings have been lost, destroyed disturbed or
omitted that the contracted Work cannot take place then the Contractor will be
required to stake or re-stake the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractor.
2. Coordination
a. Contractor to verify that horizontal and vertical control data established in the
design survey and required for construction survey is available and in place.
3. General
a. Construction survey will be performed in order to construct the work shown
on the Construction Drawings and specified in the Contract Documents.
b. For construction methods other than open cut, the Contractor shall perform
construction survey and verify control data including, but not limited to, the
following:
1) Verification that established benchmarks and control are accurate.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
2) Use of Benchmarks to furnish and maintain all reference lines and grades
for tunneling.
3) Use of line and grades to establish the location of the pipe.
4) Submit to the City copies of field notesused to establish all lines and
grades, if requested, and allow the City to check guidance system setup prior
to beginning each tunneling drive.
5) Provide access for the City, if requested, to verify the guidance system and
the line and grade of the carrier pipe.
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
C. As-Built Survey
1. Required As-Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as-
built surveying.
b. It is the Contractor as-built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. and under in diameter, it is acceptable
to physically measure depth and mark the location during the progress of
construction and take as-built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as-built survey including the elevation and
location (and provide written documentation to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 250 linear feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub-outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non-gravity facilities) at the following locations:
(1) Minimum every 250 linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater Not Applicable
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
b. The Contractor shall provide as-built survey including the elevation and
location (and provide written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
f) Air Release valves (Manhole rim and vent pipe)
g) Blow off valves (Manhole rim and valve lid)
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for each
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coordinates for each
b) Manholes and Junction Structures
(1) Rim and flowline elevations and coordinates for each
manhole and junction structure.
4) Stormwater Not Applicable
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY
PART 2 - PRODUCTS
A. A construction survey will produce, but will not be limited to:
1. Recovery of relevant control points, points of curvature and points of intersection.
2. Establish temporary horizontal and vertical control elevations (benchmarks)
sufficiently permanent and located in a manner to be used throughout construction.
3. The location of planned facilities, easements and improvements.
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
areas, utilities, streets, highways, tunnels, and other construction.
b. A record of revisions or corrections noted in an orderly manner for reference.
c. A drawing, when required by the client, indicating the horizontal and vertical
location of facilities, easements and improvements, as built.
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all
construction staking projects. These cut sheets shall be on the standard city template
which can be obtained from the Survey Superintendent (817-392-7925).
5. Digital survey files in the following formats shall be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shapefile (.shp)
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
standard templates, if available)
6. Survey files shall include vertical and horizontal data tied to original project
control and benchmarks, and shall include feature descriptions
PART 3 - EXECUTION
3.1 INSTALLERS
A. Tolerances:
1. The staked location of any improvement or facility should be as accurate as
practical and necessary. The degree of precision required is dependent on many
factors all of which must remain judgmental. The tolerances listed hereafter are
based on generalities and, under certain circumstances, shall yield to specific
requirements. The surveyor shall assess any situation by review of the overall plans
and through consultation with responsible parties as to the need for specific
tolerances.
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
1.0 ft. tolerance.
b. Horizontal alignment on a structure shall be within .0.1ft tolerance.
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
walkways shall be located within the confines of the site boundaries and,
occasionally, along a boundary or any other restrictive line. Away from any
restrictive line, these facilities should be staked with an accuracy producing no
more than 0.05ft. tolerance from their specified locations.
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
electric lines, shall be located horizontally within their prescribed areas or
easements. Within assigned areas, these utilities should be staked with an
accuracy producing no more than 0.1 ft tolerance from a specified location.
e. The accuracy required for the vertical location of utilities varies widely. Many
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
should be maintained. Underground and overhead utilities on planned profile,
but not depending on gravity flow for performance, should not exceed 0.1 ft.
tolerance.
B.
specifications or in compliance to standards. The City reserves the right to request a
calibration report at any time and recommends regular maintenance schedule be
performed by a certified technician every 6 months.
1. Field measurements of angles and distances shall be done in such fashion as to
satisfy the closures and tolerances expressed in Part 3.1.A.
2. Vertical locations shall be established from a pre-established benchmark and
checked by closing to a different bench mark on the same datum.
3. Construction survey f
or conflicts found shall be reported promptly to the City.
4. Revisions, corrections and other pertinent data shall be logged for future reference.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION
A.
monuments/points set by the City, the monuments shall be adequately referenced for
expedient restoration.
1. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
a. Contractor shall perform replacements and/or restorations.
b.
or benchmarks that are set be verified by the City surveyors before further
associated work can move forward.
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.
City in accordance with this Specification. This includes easements and right of way, if
noted on the plans.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP
A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3rd party contracted surveyor are not intended to
relieve the contractor of his/her responsibility for accuracy.
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised February 14, 2018
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
tions for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as-
; and revised acceptable digital survey file format
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CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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.
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Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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.
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CLEANING
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. 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.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
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. 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
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City Project No. 102895
01 78 23 - 1
OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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.
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OPERATION AND MAINTENANCE DATA
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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.
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Page 3 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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
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OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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
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City Project No. 102895
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
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City Project No. 102895
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
MQ NORTHSIDE RETAIL LLC
City Project No. 102895
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: October 21, 2020
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 1330" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 1330" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 1330" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 1330" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 1330" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 1330" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.1030" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement fro DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)* From Original Standard Products ListClick to Return to the Table of Content36Updated: 10/21/2020
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
++ Portions of this product is not made within the United States
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames
and covers.
Updated: 04/03/2019
* From Original Standard Products List Click to Return to the Table of Content 1