HomeMy WebLinkAboutContract 56676-PM1519 E. Border Street
Arlington, TX 76010
www.mmatexas.com
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER, SEWER, PAVING, DRAINAGE, & STREET LIGHT
IMPROVEMENTS
MARINE CREEK RANCH SECTION 15&16
FID NO. 30114-0200431-103250-E07685
CITY PROJECT NO. 103250
IPRC NO. 21-0063
FILE NO. W-2779
X-26968
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder
Water Director
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
2021
09/24/2021
CSC No. 56676-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
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
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised March 20, 2020
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
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
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised March 20, 2020
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
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
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised March 20, 2020
Appendix
GC-4.02 Subsurface and Physical Conditions
GR-01 60 00 Product Requirements
END OF SECTION
PAVING
0o az as
D,4P - BID PROPOSAL
Page 1 of 1
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Descri tion Specification Unit of Bid
No. p Section No. Measure Quantity Unit Price Bid Va[ue
UNIT IV: PAVING IMPROVEMENTS
1 0241.1000 Remove Conc Pvmt 02 41 15 SY 607 $10.00 $6,070.00
2 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 70 $20.00 $1,400.00
3 3211.0501 6" Lime Treatment i 32 11 29 SY 24784 $2.95 $73,112.80
4 3211.0400 Hydrated Lime 32 11 29 TN 446 $170.00 $75,820.00
5 3213.0101 6" Conc Pvmt � 32 13 13 SY 23280 $35.95 $836,916.00
6 3213.0301 4" Conc Sidewalk 32 13 20 SF 9713 $5.65 $54,878.45
7 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 4 $2,050.00 $8,200.00
8 3213.0506 Barrier Free Ramp, Type P-1 � 32 13 20 EA 12 $2,050.00 $24,600.00
9 3291.0100 Topsoil 32 91 19 CY 184 $1.00 $184.00
10 3292.0400 Seeding, Hydromulch 32 91 19 SY 1102 $1.00 $1,102.00
11 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 10 $450.00 $4,500.00
12 9000.0001 Barricade Type III EA 1 $1,500.00 $1,500.00
TOTAL UNIT IV: PAVING IMPROVEMENT $1,088,283.25
Bid Summary
UNIT IV: PAVI
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER:
Gilco Contracting, Inc.
6331 Southwest Blvd
Benbrook, TX 76132
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY: eia McQuien —
� n
�
T I: Vice President, Operations
DATE:
END OF SECTION
40 working days after the date when the
$1, 088, 283.25
.25
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIF[CATION DOCUMENTS - DEVELOPER AWARDED PAOJECTS
Form Version Sep[ember 1, 2015 00 42 �3_Bid Proposal DAP.cIs
00 45 12
DAP PREQUALIFICAT[ON STATEMENT
Pa�e 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work
Type" box provide the complete maiar work tvpe and actual description as provided bv the Water
Department for water and sewer and TPW for naving.
Major Wark Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Concrete Con/Recon Unlimited Gilco Contractin Inc 12/31/2022
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified far the work types listed.
BIDDER:
Gilco Contracting Inc.
6331 Southwest Blvd
Benbrook, TX 76132
BY Gilco Contra ting Inc.
�
(Signature)
TITLE: Vice President, Operations
DATE:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx
Farm Version September 1, 2015
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
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fc�:
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 103250 Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Gilco Contractin� Inc By: _ Leia McQuien
Company (Please Print)
6331 Southwest Blvd Signature: �
Address
Benbrook, TX 76132 Title: Vice President, Operations
City/State/Zip (Please Print)
THE STATE OF TEXAS §
COUNTY OFTARRANT §
BE O�RE ME,' t�he dersigned autharity, on this day personally appeared
�' rv�IG Z.�% , known to me to be the person whose name is
subscribed to the fore oing i s� u ent, and acknowledged to me that he/she executed the same as
the act and deed of �� � C� ���� for the purposes and
consideration therein expressed and in the � acity therein stated.
N UNDER MY HAND AND SEAL OF OFFICE this
' � , 20�(.
..----
.•`�pY'P� � HEATHER i'AIGE WILtIAMS
=2'�4 P.......... :6�?.:
:' � Notary Public, State of Texas
'*s += My Commission Expires
'• t'`.. '` August 11, 2025 N t�
�i� 9rE..o `.S �4p.`:
NOTARY ID 12430520
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Apri12, 2014
day of
in and for the,��ate of Texas
Marine Creek Ranch Section 15&16
103350
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised June 16, 2016
SECTION 00 52 43 1
AGREEMENT 2
THIS AGREEMENT, authorized on ______________is made by and between the Developer, 3
Crystal Lake Development, LLC. authorized to do business in Texas (“Developer”), and Gilco 4
Contracting, Inc., authorized to do business in Texas, acting by and through its duly authorized 5
representative, (“Contractor”). 6
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 7
follows: 8
Article 1. WORK 9
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10
Project identified herein. 11
Article 2. PROJECT 12
The project for which the Work under the Contract Documents may be the whole or only a part is 13
generally described as follows: 14
Marine Creek Ranch Section 15&16 15
City Project Number: 103250 16
CFA Agreement Number: CFA21-0099 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 40 working days after the date 23
when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24
City Conditions of the Construction Contract for Developer Awarded Projects. 25
3.3 Liquidated damages 26
Contractor recognizes that time is of the essence of this Agreement and that Developer 27
will suffer financial loss if the Work is not completed within the times specified in 28
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29
the Standard City Conditions of the Construction Contract for Developer Awarded 30
Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33
that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34
Developer . Dollars ($ ) for each day that 35
expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues 36
the Final Letter of Acceptance. 37
ZERO 0.00
09/07/2021
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised June 16, 2016
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of One Million, Eighty-Eight Thousand, Two Hundred
41 Eighty Three dollars and Twenty Five cents ($1,088,283.25)
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
47 2. Attachments to this Agreement:
48 a. Bid Form (As provided by Developer)
49 1) Proposal Form (DAP Version)
50 2) Prequalification Statement
51 3) State and Federal documents (project specific)
52 b. Insurance ACORD Form(s)
53 c. Payment Bond (DAP Version)
54 d. Performance Bond (DAP Version)
55 e. Maintenance Bond (DAP Version)
56 f. Power of Attorney for the Bonds
57 g. Worker’s Compensation Affidavit
58 h. MBE and/or SBE Commitment Form (If required)
59 3. Standard City General Conditions of the Construction Contract for Developer
60 Awarded Projects.
61 4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project’s Contract Documents.
65 6. Drawings.
66 7. Addenda.
67 8. Documentation submitted by Contractor prior to Notice of Award.
68 9. The following which may be delivered or issued after the Effective Date of the
69 Agreement and, if issued, become an incorporated part of the Contract Documents:
70 a. Notice to Proceed.
71 b. Field Orders.
72 c. Change Orders.
73 d. Letter of Final Acceptance.
74
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised June 16, 2016
76 Article 6. INDEMNIFICATION
77 6.1 Contractor covenants and agrees to indemnify, hold harmless 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
80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
81 under this contract. This indemnification provision is specifically intended to operate
82 and be effective even if it is alleged or proven that all or some of the damages being
83 sought were caused, in whole or in part, by any act, omission or negligence of the city.
84 This indemnity provision is intended to include, without limitation, indemnity for
85 costs, expenses and legal fees incurred by the city in defending against such claims and
86 causes of actions.
87
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
93 provision is specifically intended to operate and be effective even if it is alleged or
94 proven that all or some of the damages being sought were caused, in whole or in part,
95 by any act, omission or negligence 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.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
09/07/2021
7 SEPTEMBER 21
SEPTEMBER 21
7
7 SEPTEMBER 21
SEPTEMBER 21
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006219-2
MAINTENANCE BOND
, Page 2 of 3
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CITY CONDI"CIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Marine Creek Ranch Section 15& 16
103250
SEPTEMBER 21
7
-- Liberty
Mutual�
SURETY
This Power of Attorney limits the acts of those named herein, and they have no authority to
bind the Company except in the manner and to the extent herein stated.
Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company
WestAmerican Insurance Company
POWER OF ATTORNEY
Certifcate No: 8205467-022020
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation tluly organized under the laws of the State of New Hampshire, that
Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized
under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to antl by authority herein set forth, does hereby name, constitute and appoint, Don E.
Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie HunYer; Tina McEwan; Tonie Petranek
all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney-in-fact to make,
execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance
of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper
persons.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixetl
thereto this 23rd day of April , 2021 . �
Liberty Mutual Insurance Company
P� 1NSU,p9 P�,�v iros�� a\NSURq The Ohio Casualty Insurance Company
�J p�ROORqT y� yJ p�RP�R9T 9y \GP`�RP�RqT �� WestAmerican Insurance Company
� 3 Fo m c 3 �'a c+ � 3 Fa �
� �� 1912 y o 0 1919 � g 1991 � , f/ „�.�/' j�
0 /
� Yd��S4CHU5� .da y���HAMP`'��,da� �(s �NDIANP .da3� g �%��1. / /pU�^J
� i� * �,� H,� * �,� �M + �� Y' / /
ca David M. Carey, Assistant Secretary
ca State of PENNSYLVANIA
� County of MONTGOMERY ss
� 3 On this 23rd day of April , 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance
� �o Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes
�� therein containetl by signing on behalf of the corporations by himself as a duly authorized officer.
N �
—� IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day antl year first above written.
� ��
ca �
��— Commonwealth ol Pennsylvania - Notary Seal
� ��'� Teresa Pastelta, Notary Public � ����
� � � Montgomery County
�� zf � My commission expires March 28, 2025 B 2tJ �
� � Commission number 1126044 y�
L eresa Pastella, Notary Public
��. Member. Pennsylvania Association of No�aries
CT �
(B �
�� This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual
��� Insurance Company, and WestAmerican Insurance Company which resolutions are now in full force and effect reading as follows:
� ARTICLE IV—OFFICERS: Section 12. PowerofAttorney.
�� Any offcer or other offcial of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the
� � President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety
�� any antl all undertakings, bontls, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall
o � have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such
Z � instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the
provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority.
ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Untlertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe,
shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all untlertakings,
bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the
Company by their signature and execution of any such instruments antl to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if
signetl by the president and attested by the secretary.
Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in-
fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety
obligations.
Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bontls, shall be valid and binding upon the Company with
the same force and effect as though manually affixed.
I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do
hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by saitl Companies, is in full force antl effect and
has not been revoked.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affxed the seals of saitl Companies this day of
P�, 1NSUR9 P�'�Y INgGR � 1NSv�,q
jG�RPORyTO (n Q C•��PORqToy� GP4�pPOR,qT y�l .
2 � 2 � _ � ���' �
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1912 � o y 1919 � o Q 1991 � �„��
�,�9sSq�H�s��`~aa y� ��HqMP`'a,da �rs �NDIANP da� By� ReneeC.Llewell n AssistantSecretar
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TEXAS
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call toll-free for infor�nation or to
make a complaint at
1-877-751-2640
You may also write to:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at
1-800-252-3439
You �nay write the Texas Department of Insurance
Consumer Protection (111-1A)
P. O. Box 149091
Austin, TX 78714-9091
FAX: (512) 490-1007
Web: http://www.tdi.texas. ov
E-mail: ConsumerProtection(�a,tdi.texas. o�v
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should first
contact the agent or call 1-800-843-6446.
lf the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
TEXAS
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede llamar al numero de telefono gratis
para informacion o para someter una queja al
1-877-751-2640
Usted tambien puede escribir a:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion
acerca de companias, coberturas, derechos o
quejas al
1-800-252-3439
Puede escribir al Departamento de Seguros
de Texas Consumer Protection (I 11-1A)
P. O. Box 149091
Austin, TX 78714-9091
FAX # (512) 490-1007
Web: http://www.tdi.texass�ov
E-mail: ConsumerProtection cr tdi.texas.gov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiena una disputa concerniente a su prima o a
un reclamo, debe comunicarse con el agente o
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento (TDI)
UNA ESTE AVISO A SU POLIZA:
Este aviso es solo para proposito de informacion
y no se convierte en parte o condicion del
documento adjunto.
NP70680901
LM S-15292 10/15
WATER,
SANITARY
SEWER,
AND STORM
DRAIN
oa �� �s
DAP - F31D PROPOSAL
Pnge I oCZ
SECTION 00 42 43
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Itam Specification Unit of Bid
Description Unit Price Bid Value
No. Szction No. Measure Quantin
UNIT I: WATER IMPROVEMENTS
1 3305.0109 Trench Safety 33 05 10 LF 6808 $0.10 $680.80
2 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 2.2 $3,000.00 $6,600.00
3 3311.0261 8" PVC Water Pipe 33 11 12 LF 6808 $38.00 $258,704.00
4 3312.0001 Fire Hydrant 33 12 40 EA 13 $4,400.00 $57,200.00
5 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 $3,260.00 $6,520.00
6 3312.2003 1" Water Service 33 12 10 EA 180 $980.00 $176,400.00
7 3312.3003 8" Gate Valve 33 12 20 EA 21 $1,400.00 $29,400.00
TOTAL UNIT I: WATER IMPROVEMENTS $535,504.80
UNIT II: SANITARY SEWER IMPROVEMENTS
1 3301.0002 Post-CCTV Inspection 33 01 31 LF 6803 $3.00 $20,409.00
2 3301.0101 Manhole Vacuum Testing 33 01 30 LF 37 $120.00 $4,440.00
3 3305.0109 Trench Safety 33 05 10 LF 6803 $1.00 $6,803.00
4 3305.0112 Concrete Collar 33 05 17 EA 2 $350.00 $700.00
5 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 CY 24 $600.00 $14,400.00
6 3331.3101 4" Sewer Service 33 31 50 EA 179 $810.00 $144,990.00
33 11 10, 33
7 3331.4115 8" Sewer Pipe 31 12, 33 31 LF 6569 $38.00 $249,622.00
20
33 11 10, 33
8 3331.4116 8" Sewer Pipe, CLSM Backfill 31 12, 33 31 LF 234 $72.00 $16,848.00
20
9 3339.0001 Epoay Manhole Liner 33 39 60 VF 73.67 $340.00 $25,047.80
10 3339.1001 4' Manhole 33 39 10, 33 EA 36 $3,160.00 $113,760.00
39 20
11 3339.1003 4' Extra Depth Manhole 33 39 10, 33 VF 106 $150.00 $15,900.00
39 20
12 3339.1102 5' Drop Manhole 33 39 10, 33 EA 1 $7,640.00 $7,640.00
39 20
13 3339.1103 5' Extra Depth Manhole 33 39 10, 33 VF 9 $220.00 $1,980.00
39 20
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $622,539.80
CITY OF FORT WOR'I"H
STA��ARD CON� iRUCT10N SPECIFICATION DOCUMENTS - DEb�ELOPER AW.�IRDED PROJECTS
Fumi Vers�on Saptember I. 20f � 0(1 a'_ -13_B�d Proposal_DAP xls
nn �z as
D,1P-BID PROPOSAL
Paye 2 oCZ
SECTION 00 42 43
UNIT PRICE BID
Bidder's Application
Prolect Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description Unit Price Bid Value
No. Section No. Measure Quantih�
UNIT III: DRAINAGE IMPROVEMENTS
1 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 236 $70.00 $16,520.00
2 3305.0109 Trench Safety 33 05 10 LF 3005 $0.50 $1,502.50
3 3341.0205 24" RCP, Class III 33 41 10 LF 1011 $72.00 �72,792.00
4 3341.0309 36" RCP, Class III 33 41 10 LF 1057 $125.00 $132,125.00
5 3341.1001 3x2 Box Culvert 34 41 10 LF 165 $176.00 $29,040.00
6 3341.1002 3x3 Box Culvert 35 41 10 LF 139 $182.00 $25,298.00
__---- .
7 3341.1102 4x3 Box Culvert 36 41 10 LF 409 $234.00 $95,706.00
8 3341.1103 4x4 Box Culvert 37 41 10 LF 224 $261.00 $58,464.00
9 3349.0001 4' Storm Junction Box __ 33 49 10 EA 8 $4,800.00 $38,400.00
10 3349.0002 5' Storm Junction Box _ 34 49 10 EA 2 $5,000.00 $10,000.00
11 3349.0003 6' Storm Junction Box _y 35 49 10 EA 1 $5,500.00 $5,500.00
12 3349.1000 Headwall, Box Culvert 33 49 40 CY 15 $700.00 $10,500.00
13 3349.5001 10' Curb Inlet 33 49 40 EA 5 $4,100.00 $20,500.00
14 3349.5002 15' Curb Inlet 33 49 20 EA 7 $5,400.00 �37,800.00
15 3349.5003 20' Curb Inlet 33 49 20 EA 6 $7,600.00 $45,600.00
TOTAL UNIT III: DRAINAGE IMPROVEMENTS $599,747.50
u oumwary
UNIT I: WATER IMPROVEMENTS $535,504.80
_ __-- _
NIT II: SANITARY SEWER IMPROVEMENTS $622,539.80
UNIT III: DRAINAGE IMPROVEMENTS $599,747.50
Total Construction Bid $1,757,792.10
This Bid is submitted by the entity named bclow:
1
BIDDER: g��.
Burnsco Construction Inc. I �
6331 Southwest Blvd �!. G
Benbrook, TX 7613? TITLE: Vice P4esident
DATE: September 24, 202�
Contractor agrees to complete R'ORIi for FI\AL ACCEPTA\CE within
CO\TRaCT commences to run as provided in the General Conditions.
END OF SECTION
CITY OF FORT \VORTH
STA,�iDARD CONSTkUCT10A SPECIFICATIOH DOCU�IGNTS - DEVELOPER dWARDED PROJECTS
Form �'ersion September L 201?
150 working days after the date when the
00 32 �!3_Bid Propusal DAP_�Is
00 45 12
DAP PREQUALIFICATIOV 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 type(s) listed. In the "Major Work
Tv e" box rovide the com lete ma'or work t� �e and actual descri �tion as �rovided bv the Water
De �artment for water and sewer and TPW for �avin�=.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex �iration Date
Water and Wastewater New Burnsco Construction Inc 06/30/22
Development, Rehabilitation, and
Redevelopment Open Cut and
Trenchless (all sizes);
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Bumsco Construction Inc.
6331 Southwest Blvd
Benbrook, TX 76132
BY: Burnsco "onsir icti n Inc.
(Signaturel �
TITLE: Vice President
DATE: September 7, 2021
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015 DAP.docx
Form Version September 1, 2�15
00 45 26 - 1
CONTR ACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
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���
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 103250 Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Burnsco Construction Inc By: Albert Grantges
Company ( � se ['ri it)
6331 Southwest Blvd Signature:
Address
Benbrook TX 76132 Title: vice President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
�
��
BEFORE ME, the undersigned authority, on this day personally appeared
Albert Grantges 4, known to me to be the person whose name is
subscribed to the faregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of Burnsco Construction, Inc. for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN iTNDER MY HAND AND SEAL OF OFFICE this �th day of
September _ � 20 p�
1,.s' yuP, CESILIA CANALES • `/v � V""�` '� / _
�i 'ti Notary iD #131652996
� Not I'ublic in and for the State of Texas
My Commission Expires
r�£ Of. SS.jP� JUIy 24. 2022
END OF SECTION
CTTY OF FORT WOIZTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Apri12, 2014
Marine Creek Ranch Section 15& 16
103350
LLC
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance witti the Contract
40 Documents an amount in current funds of One Million. Seven Hundred Fi 't�� Seven Thousand
41 Seven Hundred Nineri• Two dollars and ten cents �+s"1, 757.792.IOa
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
47
48
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50
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2. Attachments to this Agreement:
�
1) Proposal Form (DAP Version)
2) Prequalification Statement
3� ct.,�o �a �ea,.. .,, ,a„ v..�� i� ... �� �
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
�
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the 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 Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103250
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATIOIV'
77
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6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnifcation rovision is s ecificall intended to o erate
and be effective even if it is alle �ed or roven that all or some of the dama es beina
sou �ht were caused, in whole or in part, b�• an� act, omission or ne�li�ence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such clauns and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its of�cers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
rovision is s ecificallv intended to o erate and be effective even if it is alle ed or
roven that all or some of the dama�es beinR sou�ht were cause in whole or in art.
b� an�� act, omission or ney_li�ence of the cit► .
Article 7. MISCELLANEOUS
98 7.1 Terms_
99 Terms used in this Agreement are defned in Article 1 of the Standard City Conditions of
100 the Construction Contract for Developer Awarded Projects.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the Developer.
104 7.3 Successors and Assigns.
105 Developer and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STAI�iDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103250
Revised June 16, 2016
005243-4
Developer Awarded Project A�eement
Page 4 of 4
117
118 7.6 Authority ta Sign.
119
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Gontractoz shall aftach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effecrive as of the last date signed by the Parties ("Effective Date").
Contractor: Developer:
Burnsco Construction, Inc _ C,7°stal Lake Development, LLC
B'� B ;
(Signature�� (Signature)
Albert Grantges
(Printed Name)
Title: Vice President
Company Name; Burnsco Construction
Inc
Address 633 ] Southwest Blvd
City/State/Zi : Benbroak, TX 76132
R ? ao2] -
Date
127
John Cockerhacr►
(Printed Name)
Title: ManaQer
Company name: Crystal Lake Development
Address: 3825 Cam Bowie Blvd
Ci /StatelZip_Fort Worth, TX 76107
�t J�/�Q�.
Date
C1TY OF FORT WORTH Marine Cieek Ranch Section 15&] 6
STANDARD CdNSTRUCTION SPECIFICATION DOCUMEN'I'S — pEVE1,OPER AWARDEI? PR03ECTS 103250
Rerised 7une ]fi, 2016
Bond.#022230643
00 62 13 - 1
PERFOR'�IANCE BOND
Page 1 of 2
1
2
3
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6
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 62 13
PE.RFORMANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
7 That we, Burnsco Construction. Inc. , known as"Principal" herein and
8 Liberty Mutual Insurance Company , a corporate surety(sureties, if more than
9 one) duly authorized to do business in the State of Texas, known as"Surety" herein (whether one
10 or more), are held and firmly bound unto the Developer, Crystal Lake Development, LLC,
11 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal
12 corporation ("City"), in the penal sum of, ONEMILLION, SEVENHUNDRED FIFTYSEVEN
13 THO USAND, SEVEN HUNDRED NINETY TWO DOLLARS AND TEN CENTS �$1, 75 7, 792.10�,
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
15 payment of which sum well and truly to be made j ointly unto the Developer and the City as dual
16
17
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 21-0099 and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the 7th day of _ 5eptember , 20 21 , which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as Marine Creek Ranch Section 15&16.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully 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
30
31
extension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH Marine Creek Ranch Section 15& 16
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 103250
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 2
1 PROVIDED FL'RTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4
5
6
7
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the _ 9th day of
9 September ,� 20 21
10
11
12
�.
�:
IS
1 t� ATTES 1 • �-
17 '
I 8 � =: =
I �� t�[�s�cipal) Secretary
?I�
,�
�,
�� " �-�
? 5 1'� itness as to Principal
?G
77
�g
,y
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3i
3�
3;
;-I
»
36
37 �
38 �..� � ��� •. '
39 _a� - _�a��,
40 Witness as to Surety
41
PRI?��CIPAL:
Burnsco Construction. Inc
BY:
Signature
Albert Grantges, Vice President
Name and Title
Address: 6331 Southwest Blvd
Benbrook. TX 76132
SURETY:
Liberty Mutual Insurance Company
BY: �LC•ri.c.t.__��
S�_nature
Sophinie Hunter, Attorney-In-Fact
Name and Title
Address: 2200 Renaissance Blvd #400
King of Prussia, PA 19406
Telephone Number: 214-989-0000
42 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
43 from the by-laws showing that this person has authority to sign such obligation. If
44 Surety's physical address is different from its mailing address, both must be provided.
45
46 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH :�larine Creek Ranch Section 15&]6
STA'JDARD CITY COND1T10NS — DEVELOPER AWARDED PROJECTS 103250
Revised January 31, 2012
Bond #022230643
oa 62 ia - �
PAYMEI�T BOND
Page 1 of 2
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTIUN 00 62 14
PAYMENT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, Burnsco Construction. Inc. , known as "Principal" herein, and
Liberty Mutual Insurance Company , a corporate surety ( or
sureties if more than one), duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Crystal
11 Lake Development, LLC, authorized to do business in Texas "(Developer"), and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the penal sum of ONE MILLION, SEVEN
13 HUI'VDRED FIFTY SEVEN THOUSAIVD SEVEN HUNDRED NINETY TWO DOLLARS AND
14 TEN CENTS �$1, 757, 792.10�, lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
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successors and assigns, jointly and severally, firmly by these presents:
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth, by and through a Community Facilities
Agreement, CFA Number 21-0099 and
WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the 7th day of September , 20 21 , which Contract is hereby
23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
25 Work as provided for in said Contract and designated as Marine Creek Ranch Section 15& 16.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in ful]
30 force and effect.
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 103250
Revised January 31, 2012
006214-2
PAYMENT BOND
Page 2 of 2
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This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the_ 9th day of
6 September , 2p 21
7
ATTEST:
,��� �.�
y = _
(P ' �cipa]) Secretary
��, l�
Witness as to Principal
PRINCIPAL :
Burnsco Construction. Inc.
BY:
S ignature
Albert Grant;�es, Vice President
Name and Title
Address: 6331 Southwest Blvd
Benbrook, TX 76132
SURETY:
Liberty Mutual Insurance Company
ATTEST:
� � �..
(Surety) Secretary
..
,,.
��.��\�.
Witness as to Surety
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BY: , lc�.c� _ 711��
Signat re
Sophinie Hunter, Attorney-In-Fact
Name and Title
Address: 2200 Renaissance Blvd #400
Kin� of Prussia, PA 19406
Telephone Number: 214-989-0000
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH Mazine Creek Ranch Section 15&]6
STANDARD CITY CONDITIOVS — DEVELOPER AWARDED PROJECTS 103250
Revised January 31, 2012
Bond #022230643
006219-1
MAI�ITENAhCE BO'�D
Page 1 of 3
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SECTION 00 62 19
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESEl�'TS:
COUNTY OF TARRANT §
That we, Burnsco Construction, Inc. , known as "Principal" herein and
8 Liberty Mutual Insurance Company , a corporate surety (sureties, if more than
9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
10 or more), are held and firmly bound unto the Developer, Crystal Lake Development, LLC,
I 1 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal
12 corporation ("City"), in the sum of O1VE11�IILLION, SEVENHUIVDRED FIFTYSEVEN
i3 THOUSAND SEVENHUNDRED NINETYTWO DOLLARSAND TENCE.�VTS r�l, 757, 792.101,
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment
15 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and
16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
17
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22
jointly and severally, firmly by these presents.
WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities
Agreement, CFA Number 21-0099 and
WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the 7th day of September , 2021 , which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other accessaries as defined by law, in the prosecution of the
26 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
27 the "Work") as provided for in said Contract and designated as Marine Creek Ranch Section
28 15& 16; and
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34
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or warkmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
CITY OF FORT VdORTH Marine Creek Ranch Section 15&16
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 103250
Revised January 31, 2012
OC6219-2
MAIVTENA�'CE BOhD
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WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Marine Creek Ranch Section 15&16
]03250
006219-3
:vlAl'.VTE:VAnCE BOhD
Page 3 of 3
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 9th_ day of
3 September � 20 21
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ATTEST:
!� =-,
�.�_��
(Principal) cretary
C����1� ��j
Witness as to Principal
ATTEST:
� �lcliu�.��—
(Surety) Secretary
��� v�
Witness as to Surety
37 *Note:
38
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40
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42
PRINCIPAL:
Burnsco Construction. Inc.
BY: ��
Signature
Albert Grantges, Vice President
Name and Title
Address:6331 Sout]lwest Blvd
Benbrook. TX 76132
SURETY:
Liberty'_vlutual Insurance Com}�an�
)
BY: _�� LCa7-tL ��
S I gnature
Sophinie Hunter, Attorney-In-Fact
Name and Title
Address: 2200 Renaissance Blvd #400
King of Prussia, PA 19406
Telephone Number: 214-989-0000
If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WOR71-I Marine Creek Ranch Section 15&16
STANDARD CITY CO'VDITIONS — DEVELOPER AWARDED PROJECTS 103250
Revised January 31, 2012
•�• Ll���
Mutuala
SURETY
This Power of Attorney limits the acts of those named herein, and they have no authority to
bind the Company except in the manner and to the extent herein stated.
Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company
West American Insurance Company
POWER OF ATTORNEY
Certificate No: 8205467-022020
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporaEon duly organized under the laws of the State of New Hampshire, that
Liberty MuYual Insurarce Company �s a corporation duly organized under the laws of the Sta;e of Massachusetts, and West American Insurance Company is a corporation duly organized
�lnder the laws of the State of Indiana (herein collectively calleu'the "Companies"), pursuant to and by aut�ority herein set forth, does hereby name, constitute and appoint, Don E.
Cornell; Josnua Saunders; Kelly A. VVestbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tor.ie Petranek
all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attomey-in-fact to make,
execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety cbligations, in pursuance
of these preser.ts and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper
persans.
IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or o�cial of the Companies and the corporate seals of the Companies have been affxed
thereto this 23rd day of �ril , 2021 .
State of PENNSYLVANIA
County of MONTGOMERY ss
V �
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Liberty Mutual Insurance Company
P� 1NSURq P��`l �NgU a\NSUR9 The Ohio Casualty Insurance Company
,�J �oaPae4j.� 2� y� �oaroa,, �'�vy `Vp' �oaPORqr 2� West American Insurance Company
� 3 om vQr o m a3 FOR+
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� 951912� � y a 1919 �� o a 1991 � �//�?
� 4CHU5 ,aa O �y4MPs�,aa `(S �NOiANP ,aL �,� r " i
a�� * �,� �y� * *�, aM * �a By. �`
David M. Carey, Assistant Secretary
On this 23rd day of��ril`, 2021 before me personally appeared David M. Carey, who adcnowledged himself to be the Assistant Secretary of Liberty Mutuai Insurance
Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes
therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written.
Ccmmor.weal!h of Pennsy,vania • Notary Seal
Teresa Pasteila, Nofary Pubiic
Montgort:ery County
h'ry ccmmissian expires March 28, 2025
Cor�mission number � 728�44
M.ember, Pennsylvacia Associa;ion ot Notar'es
By; ��f.E�%[i �i4�[�t�
l
Teresa Pastella, Notary Public
IThis Power of Atfomey is made and executed pursuant to and by authority of the following By-laws and Authonzations of The Ohio Casualty Insurance Company, Liberty Mutual
Insurance Company, and West American Insurance Company which resolu6ons are now in full force and effect reading as follows:
�' ARTICLE IV — OFFICERS; Secfion 12. Power of Attorney.
�� Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the �
.�� President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety �
any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attomey, shall -a
p� have full power to bind the Corporation by their signature and exe�u6on of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o
Z � instrumer�ts shall be as binding as if sigr,ed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the �
provisions of this artide may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. �
�
ARTICLE XIII — Execution of Contrects: 5ection 5. Surety Bonds and Undertakings.
Any o�cer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe,
shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings,
bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have (ull power to bind the
Company by their signature and execu6on of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if
signed by the president and attested by the secretary.
Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such a;torneys-in-
fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and olher surety
obligations.
Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that hacsimile or mechanically reproduced signature of any assistant secretary of fhe
Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connecfion with surety bonds, shall be valid and binding upon the Company with
the same force and effect as though manually affixed.
I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutua! Insurance Company, and West American Insurance Company do
hereby cehify �hat the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and ef'ect and
has not been revoked.
IN TESTIMONY WHEREOF, I have hereunto set my hand and a�xed the seals of sai� Companies this 9th day of September , 2021 .
� 1NSU,4 ��(Y INSV�p � \NSV�,
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y v, o a o
~dVl9�'S�7CHU5�aa� y° �``�.,MPs�' da �rs 'No�ANP da By� Renee C. LJewell n Assistant Secreta
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TEXAS
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call toll-free for information or to
make a complaint at
1-877-751-2640
You may also v��rite to:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
You may contact the , Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at
1-800-252-3439
You may w�rite the Texas Department of Insurance
Consumer Protection (111-1A)
P. O. Box 149091
Austin, TX 78714-9091
FAX: (512) 490-1007
Web: httl�://www.tdi.texas.�ov
E-mail: ConsumerProtection�ri�tdi.texas.�ov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or� about a claim you should first
contact the agent or call 1-800-843-6446.
If the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
TEXAS
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede llamar al numero de telefono gratis
para informacion o para someter una queja al
1-877-751-2640
Usted tambien puede escribir a:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion
acerca de companias, coberturas, derechos o
quejas al
1-800-252-3439
Puede escribir al Departamento de Seguros
de Texas Consumer Protection (111-1A)
P. O. Box 149091
Austin, TX 78714-9091
FAX # (512) 490-1007
Web: htty�;//www.tdi.texas.eov
E-mail: ConsumerProtection�ir�tdi.texas.�;ov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiena una disputa concerniente a su prima o a
un reclamo, debe comunicarse con el agente o
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento (TDI)
UNA ESTE AVISO A SU POLIZA:
Este aviso es solo para proposito de informacion
y no se convierte en parte o condicion del
documento adjunto.
I�`P70680901
LMS-15292 10l15
STREET
LIGHTS
00 J2 a3
D.4P - BID PROPOSAL
Page I of I
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Infoanation Bidder's Proposal
Bidlist Item Specification Unit of Bid
No Description Section No. Measure Quantity Unit Price Bid Value
UNIT V: STREET LIGHTING IMPROVEMENTS
1 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 2190 $14.45 $31,645.50
2 3441.3351 Furnish/Install Rdway Illum TY 11 Pole 34 41 20 EA 29 $1,633.00 $47,357.00
4 3441.3201 LED Lighting Fixture 34 41 20 EA 29 $285.00 $8,265.00
5 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 29 $1,129.00 $32,741.00
7 3441.3401 6-6-6 Triplex Alum Elec Conductor 34 41 20 LF 6570 $3.60 $23,652.00
TOTAL UNIT V: STREET LIGHTING IMPROVEMENT $143,660.50
UNIT V: STREET LI
Bid
NTS
Total Construction Bid
This Bid is submitted by the entity named below:
BIDDER:
Independent Utility Construction Inc
5109 Sun Valley Drive
Fort Worth, TX 76119
BY� Richard Wolfe
i �
/
TITLE: PfOSldellt
DATE: 09-24-2021
Contractor agrees to complete WORK for FINAL ACCEPTANCE within 30
CONTRACT commences to run as provided in the General Conditions.
� END OF SECTION
END OF SECTION
�
Richard olfe., President
C[TY OF FOR"C WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version Sep[ember L 2015
$143,660.50
$1
working days after the date when the
00 �l2 J3_Bid Proposal_DAPsIs
00 45 12
DAP PREQUALIFICATION STAiEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Type" box urovide the complete maior work tvpe and actual description as provided by the Water
Denartment for water and sewer and TPW for paving_
Major Wark Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Li htin Contractor Inde endent Utili Construction, Inc. 3/1/2023
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Independent Utility Construction, Inc.
5109 Sun Valley Drive
Fort Worth, TX 76ll 9
BY: nc�pendent Utili onstruction, Inc.
� ignature) Richard Wolfe
TITLE: President
DATE: 09-08-2021
END OF SECTION
CIN OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT—DEVELOPER AWARDED PROJECTS 004512_Prequalification Statement 2015_DAP.docx
Form Version September 1, 2015
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page I of 1
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides warker's compensation insurance coverage for all of its employees employed on City
Project No. 103250 Contractor further certiiies that, pursuant to Texas Labar Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certifcates of compliance with
worker's compensation coverage.
CONTRACTOR:
Independent Utilitv Construction By: Richard Wolfe
Company Please Print) �
5109 Sun Vallev Drive Signature:
Address
Fort Worth, TX 76119 Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OFTARRANT
�
�
BEFORE ME, the undersigned authority, on this day personally appeared
Richard Wolfe , known to me to be the person whose name is
subscribed to the faregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of Independent Utility Construction, Inc. for the purposes and
consideration therein expressed and in the capacity therein stated.
E UNDER MY HAND AN SEAL OF OFFICE this day of
' �r. r , Zo� .
� �� A 0
�
���"VP����i CHRISTINA GARCIA
:�4P;:••UB �
_=r� �_Notary Public, State of Texas Nota
=.�� 'Q; Comm. Expires 12-20-2024
%ilE, OF ,�,+�
��,,,�,,,�• Notary ID 130940785
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Apri12, 2014
ic in and for the State of Texas
Marine Creek Ranch Section 15&16
103250
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103250
Revised June 16, 2016
SECTION 00 52 43 1
AGREEMENT 2
THIS AGREEMENT, authorized on ______________is made by and between the Developer, 3
Crystal Lake Development, LLC. authorized to do business in Texas (“Developer”), and 4
Independent Utility Construction, Inc., authorized to do business in Texas, acting by and through 5
its duly authorized representative, (“Contractor”). 6
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 7
follows: 8
Article 1. WORK 9
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10
Project identified herein. 11
Article 2. PROJECT 12
The project for which the Work under the Contract Documents may be the whole or only a part is 13
generally described as follows: 14
Marine Creek Ranch Section 15&16 15
City Project Number: 103250 16
CFA Agreement Number: CFA21-0099 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 30 calendar days after the date 23
when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24
City Conditions of the Construction Contract for Developer Awarded Projects. 25
3.3 Liquidated damages 26
Contractor recognizes that time is of the essence of this Agreement and that Developer 27
will suffer financial loss if the Work is not completed within the times specified in 28
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29
the Standard City Conditions of the Construction Contract for Developer Awarded 30
Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33
that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34
Developer . Dollars ($ ) for each day that 35
expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues 36
the Final Letter of Acceptance. 37
two hundred forty five 250.00
09/08/2021
005243-2
Developer Awarded Project Agreemeut
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Wark in accordance with the Contract
40 Documents an amount in current funds of One Hundred Fortv Three Thousand. Six Hundred
41 Sixv dollars and Fi tvi cents ($143, 660. SO)
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
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74
2. Attachments to this Agreement:
�
1) Proposal Form (DAP Version)
2) Prequalification Statement
3� c..,.o .,a �°ao „i a„ �.� i.. .,f ;a �
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
£ Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
� �QRF �,�al�,r CRL�' !''.,,,-..,-,:�.�.o.,� L',.,-..� /TF.-o.,,,:.-o.11
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the 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 Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103250
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATION
77
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6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification provision is snecificallv intended to operate
and be effective even if it is alle�ed or proven that all or some of the damages being
sought were caused, in whole or in part, by anv act, omission or ne�ligence of the city.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its 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 specificallv intended to ouerate and be effective even if it is alleged or
proven that all or some of the dama�es bein� sought were caused in whole or in nart
bv anv act, omission or ne�li�ence of the citv.
Article 7. MISCELLANEOUS
98 7.1 Terms.
99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
100 the Construction Contract for Developer Awarded Projects.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the Developer.
104 7.3 Successors and Assigns.
105 Developer and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court far the
116 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO7ECTS ]03250
Revised June 16, 2016
00 52 43 - �
Developer Awarcied Proiect Agreement
Page 4 of 4
117
I18 7.6 Authority to �i.gn.
119 Contractor shall attach evidence of authority to sign Agreement. if other than duly
120 authorized signatory of the Contractor.
121
122 IN WITNESS WHEREOF, Developer and Contractor have execured this Agreement in multiple
123 counterparts.
124
125 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
126
Contractor: Developer:
Inde ende t Utzlity Constr�sction, Inc �stal Lake Development LLC
B : � BY� — t � � ��.e�r-�
(Sign e} �v (Signah�re)
Richard Wolfe John Cockerham
(Printed Name)
Title: President
Company I�1ame: Independent Utility
Construction, Inc.
Address 5109 Sun Val�e Drive
(Printed Name)
T'itie: Manager
Company name: Crystal Lake Development
Address: 3825 Camn Bowie Blvd
City/State/Zip: Fort Worth, TX 76119
�-�- 2�2i
Date
127
``���►�tiu:��i�i��i
�.� �ONSi/��j ��,
`�� �`� ��........��'T� �ii
.a��'�`:� PP �9 ~• �ti �:
� J � p '`��s: � =
'o:�SEAL`�:�=
�_
��
: �': :�� :
��•��''••. r979••'�ti .�
�i� Diji� '••.....•• � `�
���i����� fEXA�``����`��
City/State/Zip: Fort Worth, TX 76i07
5 ��� ����
Date
CiTY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRliCI'[ON SPECIFICATION DOCUMENTS—DEVF,LOPER AWARDED PROJECTS I03250
Revised June 16, 2016
00 61 13 - 1
PLRFORMANCE QOND
Paee 1 of 2
Bond No. 170883N
1
�
3
4
5
6
7
SECTION 00 62 13
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Independent Utilitv Construction, Inc. , known as "Principal" I�erein and
8 Westfield Insurance Co�npanv , a corporate sLirety(slu�eties, if more than one) duly
9 authorized to do business in the State of Texas, kno�vn as "Surety" herein (whether one or more),
10 are held and firmly bound unto the Developer, Ciystal Lake Development, LLC, authorized to do
l l business in Texas ("Developer") and the Ciry of Fort Worth, a Texas municipal corporation
12 ("City"), in the penal sum of, One Hundred Forty-Three Thousand Six Hundred SiYtv Dollars &
13 Fifty Cents ($143,660.50) lawful money of the United States, to be paid in Fort Worth, Tarrant
14 County, TeYas for the payment of which sutn well and h�uly to be made, jointly unto the Developer
15 and the City as dual obliges, we bind ourselves, o��r heirs, e�ecutors, administrators, successors and
16 assigns, jointly and severally, firmly by these presents.
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 commLmity facilities in the City of Foct Worth by and through a Co�nmunity Facilities Agree���ent,
19 CFA Numbec 21-0099 ; and
20 WHER�AS, the Principai has entered into a certain written conh�act with the Developer
21 awarded the � day of �� G�}� +m h� r, 2Q�� which Contract is hereby referred to and
22 made a part hereof for all ptn�poses as if fully set forth herein, to furnish all materials, equipment
23 labor and other accessories defined by law, in the prosecution of tlle Work, including any Change
24
25
Orders, as provided for in said Contract designated as Street Li�htin Improvements to serve
Marine Ci•eek Ranch Section 15 & 16.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfi,illy perform it obligations under the Contract and shall in all respects duly a��d faitl�fully
28 perform tl�e Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well dw�ing ai�y peciod of
30
3l
extension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH Marine Creek Ranch Section 1 �& I6
STANDARD CITY CONDITIONS — DEVELOPER AWARDGD PRO.IECTS City Project No. 103250
Revised .lanuary 31, 2012
00 61 13 - 2
PERFORMfWCC- DOND
P��e 2 of 2
Bond No. ] 70883N
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, vei�ue shall lie in
2 Tarrant County, Texas or the United States District Cow�t foc the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
8 instrument by duly authorized agents and officers on this the �ay of \�� p., 20 � I
9
]0
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
AT �E�'�': � �
, f , �`
t� � - ��
(t�rincipal) �ecretary
�� .,
� �
I '
��`�ti '� ,
tness as to Principal
i' � ',t �� �, � c7 ��. � i
����� ���. _ �
Witness � s to Surety Elizabeth Gray �
PRINCIPAL:
1NDEPENDENT UTILITY
CONSTRU ON.INC.
BY:
S gn ure
Richard Wolfe, President
Name and Title
Address: 5109 Sun Valley Drive
Fort Worth, Texas 761 19
SURETY:
WESTFIELD INSURANCE COMPANY
�
�
/ :. �"% .l , ��
BY: '., �r�
`Signature
Kyle W. Sweeuey, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano. Texas75074
Tele�hone Number: 972-516-2600
40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both inust be provided.
43 The date of the bond shall not be prior to the date the Contract is awarded.
Cl7Y OF FORT WORTH Niarine Creek Ranch Section 15 & 16
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PRO.IECTS Ciq� Project No. 103250
Revised .ianuary 31, 2012
00 61 14 - I
PAYMENT BOND
Paae 1 ot 2
Bond No. 170883N
l
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 62 14
PAYMENT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
7 Tl�at we, Independent Utilitv Construction. Inc. , Icnown as "Principal" herein,
8 and Westfield Insurance Company , a corporate surety (or sureties if more than
9 one), duly authorized to do business in the State of Texas, known as "Sucety" herein (whether one
l0 or more), are held and firmly bound unto the Developer Crystal Lake Development, LLC
1 1 a�rtllorized to do business in Texas ("Developer"), and the City of Fort Woi�th, a Teaas inunicipal
12 corporation ("City"), in tl�e penal sum of One Hundred Fortv-Three Thousand, Six H�ii�dred Sixty
13 Dollars & Fiftv Cents ($143 660.50) lawful �noney ofthe United States, to be paid in Foct Wortl�,
l4 Tarcant County, Texas, for the payment of which sum well and h�uly be made jointly unto the
t5 Developer and City as dual obligees, we bind o�u�selves, our heirs, executors, administrators,
16 successors and assigns, jointly and severally, firmly by these presents:
17
l8
19
WHEREAS, Developer and City have entered into an Agreement for the construction of
co�nmlinity facilities in the City of Fort Wol-th, by and through a Community Facilities
Agreement, CFA Number 21-0099 ; and
20 WHEREAS, Princi al has entered into a certain written Conh�act witl� Developer,
21 awarded the � day of ����I'�+i ����1� , 20�� which Conti�act is I�ereby refeeeed to and
22 made a part llereof for all purposes as if fully set forth herein, to furnish all materials, equipment,
23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
24 said Contract and designated as Street Lightin� Improvements to serve Marine Cceek Ranch
25 Section l5 & 16.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Peincipal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Wock under
29 the Contract, then tl�is obligation shall be and become null and void; otl�erwise to remain in ful]
30 force and effect.
31
32
CITY OF FORT WORTH Marine Creek Rand� Section 15 & 76
STANDARD CITY COND]T10NS — DEVELOPER AWARDED PRO.IECTS City Project No_ 103250
Revised .lanuary 31, 2012
oo�i ia-2
PAYMENT BOND
Page 2 of 2
Bond No. 170883N
2
3
This bond is n�ade and executed in compliance with the provisions of Chaptec 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statl�te.
4 IN WITNESS WHEREOF, the Principa] and Surety have each SIGNED and SEALED
5 this instrument by duly autho�•ized agents and officers on this the��y of �. ��� �% 20�: �
ATTEST:
PRINCIPAL:
1NDEPENDENT UTILITY
CONSTR ION, INC.
BY:
Signah re
Richard Wolfe, President
Name and Title
Address: 5109 Sun Valle Drive
Fort Worth. Teaas 76119
as to Yrinc�pal
ATTEST:
�� � ��
(Surety) Secretary Frank A. Carrino
�.� � �-1t � i�� �� � `3. � c,� ti �
Witness�as to Surety Elizabetl� Gr�
6
7
8
9
10
11
12
13
SURETY:
WESTFIELD INSURANCE COMPANY
BY: .0 'l ' -' �G i � _ �-_
Sig ure �
Kyle W. Sweenev, Attocnev-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
Note: If signed by an officer of the Surety, there m��st be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Sw�ety's physical
address is different from its mailing address, both must be provided.
The date of the bond shal l not be prior to the date tl�e Contract is awarded.
END OF SECTION
CI7Y OF FORT WORTH Marine Creek Ranch Section 1 �& 16
STANDARD CITY CONDITIONS — DGVELOPER AWARDED PROJECTS City Project No. ] 03250
Revised .lanuap� 3 ], 2012
0062 19- I
MAINTENANCE BOND
Paee I ot 3
Bond No. 170883N
1
2
3
4
5
6
7
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 62 19
MAINTENANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
8 That we Independent Utilitv Construction, Inc. , known as `'Principal" hecein and
9 Westfield Insurance Compan�, a corporate sL�cety (slireties, if more than one) d��ly
] 0 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
1] are held and fi�•mly bound unto the Developer, Gystal Lake Development, LLC, authorized to do
12 business in Texas ("Developer") and the City of Fort Worth, a Teaas municipal corporatio��
U ("City"), i» the su�n of One Hundced Fortv-Three Thousancl, Si� Hundrecl Sixty Dollars & FiftX
14 Cents $143,660.50) lawful money ofthe United States, to be paid in Fort Worth, Tarrant County,
15 Teaas, for payment of which sum well and truly be made jointly unto the Developer and the City
16 as dual obligees and their successors, we bind oucselves, our heirs, executors, ad�ninistratoi•s,
l7
18
19
20
21
successors and assigns, jointly and severally, firtnly by these presel�ts.
WHEREAS, Developei• and City have entered into an Agreement foc the construction of
community facilities in the City of Fort Wortll by and thcough � Community Facilities
Agreement, CFA Nliinber 21-0099 ; and
22 WHEREAS, the Principal ]�as entered into a certain written contract with the Developer
23 awarded the �ay of � i� b r , 20� � which Contract is hereby referred to and
24 a made part l�ereof for all purposes as if fiilly set forth herein, to furnish all materials, eqL�ipme��t
25
26
27
28
29
30
31
32
33
34
labor and other accessories as defined by law, in the prosecution of the Work, including any
Worlc resulting fcom a duly authorized Change Ocder (collectively herein, the "Worl<") as
provided for in said Contract and designated as Street Li�htin Improvements to serve Marine
Creek Ranch Section 15 & 16; and
WHEREAS, Principal binds itself to use such matecials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Worl< is and will
remain free fi�om defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the Ciry ("Maintenance Period"); and
CITY OF FORT WORTH Marine Creek Ranch Section I �& 16
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PRO.lECTS Cip� Project No. 1032�0
Revised January 31, 2012
006219-2
MAINTCNANCE BOND
Pa ee 2 of 3
Bond No. 170883N
1
2
3
4
5
6
7
8
9
10
i]
12
13
14
IS
16
17
18
19
20
21
22
23
WHEREAS, Pri��eipal binds itself to re}�aii• or reconstruct the Worl< in whole or in part
��pon receiving notice fi-om tl�e Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, tl�e condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was pr�ovided by Developer or City, to a
co�npletion satisfactoiy to the City, then this obligation shall become null and void; otherwise to
remain in fiill force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any tiinely
noticed defective Work, it is agreed tl�at tlle Developer or City may cause any and all sucl�
defective Work to be cepaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Cotn-t for tl�e Nortl�ern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, tl�at this obligation shall be continuous in natin�e and
successive recoveries may be had hereon for successive breaches.
CI"IY OF PORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Marine Creek Ranch Section I S& 16
Cit}� Project No. 103250
006219-3
MAINTENANCE BOND
PaQe 3 of 3
Bond No. 170883N
4
5
6
7
8
9
10
]1
12
13
14
l5
16
17
18
19
20
21
22
23
24
25
26
IN WITNESS WHEREOF, tl�e Pcincipal and the Surety have eacl� SIGNED and SEALED tl�is
instrwi�ent by duly autl�oi•ized agents and officers on this the ��,�ay of ���I�i� ,✓20 .�.�
ATT�ST:
� � �
(�'rincip Secretary
.I
� ' �
� �
- - �,���;�. �: ����� �.
'�.
' ness as to Principal
PRINCIPAL:
INDEPEN ENT UTILITY
CONST U TION INC.
BY:
ature
Richard Wolfe, President
Name and Title
Address: � 109 Sun Vallev Drive
Fort Worth, Texas 76l l9
SURETY:
WESTFIELD INSURANCE COMPANY
BY: L ' /� � ` r��
i i�natur
?� Kyle W. Sweeney, Attornev-in-Fact
28 ATTEST: Name ancl Title
30 �� /r �� � Address: 555 Reuublic Drive, Suite 450
31 (Surety) Secretary Frank A. Cairino Plano, Texas 75074
32 ,, � (
33 �L_ �.`'���.�� .,��c1� Ll;.� i, �'I
34 Witness to Surety Elizabeth Gray " Telephone Number: 972-516-2600
35
36 *Note: If signed by an officer of the Surety Company, tl�ere mlist be on file a certified exh�act
37 fi�om the by-laws showing that this person has authority to sign sucl� obligation. If
38 Surety's physical address is different fi�om its mailing address, both must be provided.
39
40 The date of tl�e bond shall not be prior to the date the Contract is awarded.
41
CITY OF FORT WORTH Mar ine Creek Ranch Section 1�& 16
STANDARD CITY CONDITIONS — DEVELOPER AWnRDrD PRO.IC-CTS City Project No. 1032�0
Revised .lanuary 31, 2012
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
toll-free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
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) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(c�tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
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: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARINc� 1 F115 SAMt
POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW.
General
Power
of Attorney
CERTIFIED COPY
POWER NO. 4220052 06
Westfield insurance Co.
Westfield National Insurance Co.
Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know Al! Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Company" and collectively as "Companies," duly
organized and existing under the laws of the State of Ohio, and having its pr�,ncipal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE iJOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be (t Resolved, that the President, any Senior Executive, any Secretary or any Fidelfty & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary."
"8e it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsfmile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting
held on February 8, 2000).
!n Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
APRIL A.D., 201'f _
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WESTFIELD INSURANCE COMPANY
WESTFIELD NATIONAL INSURANCE COMPANY
OH10 FARMERS INSURANCE COMPANY
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By:
Richard L. Kinnaird, Jr., Nationa! Su�ety Leader and
Senior Executive
On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, J�. to me known, who, being by me duly
sworn, did depose and say, that he resides in Medina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed
by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Nota ri al ` N,,,.«�...,,,,w .
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•' • William J. Kahelin, A rney at Law, Notary Public
State of Ohio :;N d�� o My Commissio� Does Not Expire (Sec. 147.03 Ohio Revised Code)
County of Medina ss.: : y �,
..T� Of �.
I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
in full force and effect.
!n Witness Whereof, I have hereunto set my hand and affixed the seals of said Ccrr,par�iv� at Westffeld Center, Ohio, this day of
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Fra�k A. Garrinc, Se:,re[ary
BPOAC2 (combined) (66-02)
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1.Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2.Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3.Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4.Buzzsaw – City’s on-line, electronic document management and collaboration system.
5.Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6.City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7.Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8.Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9.Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a.An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b.Attachments to the Agreement
i. Bid Form
ii.Vendor Compliance with State Law Non-Resident Bidder
iii.Prequalification Statement
c.Current Prevailing Wage Rates Table (if required by City)
d.Insurance Accord Form
e.Payment Bond
f.Performance Bond
g.Maintenance Bond
h.Power of Attorney for Bonds
i.Workers Compensation Affidavit
j.MWBE Commitment Form( If required by City)
k.General Conditions
l.Supplementary Conditions
m.The Standard City Conditions
n.Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o.Drawings
p.Documentation submitted by contractor prior to Notice of Award.
q.The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i.Notice to Proceed
ii.Field Orders
iii.Change Orders
iv.Letters of Final Acceptance
r.Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10.Contractor—The individual or entity with whom Developer has entered into the Agreement.
11.Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12.Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13.Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14.Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15.Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16.Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17.General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18.Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19.Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20.Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21.Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22.Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23.Plans – See definition of Drawings.
24.Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25.Project—The Work to be performed under the Contract Documents.
26.Project Representative—The authorized representative of the City who will be assigned to
the Site.
27.Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28.Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29.Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30.Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31.Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32.Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33.Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34.Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35.Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36.Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37.Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38.Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39.Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40.Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41.Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42.Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1.The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a.does not conform to the Contract Documents; or
b.does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c.has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1.The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1.Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2.No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1.A Field Order;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1.City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2.City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1.The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2.The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3.The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4.The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5.All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6.If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7.Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8.Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9.Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10.Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11.City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12.City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13.City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1.claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2.claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3.The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a.Statutory limits
b.Employer's liability
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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: 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: None___________________________________
b.Each Occurrence: : None_________________________________
4.With respect to the above outlined insurance requirements, the following shall govern:
a.Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b.Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c.If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d.If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5.No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6.The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or 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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised December 20, 2012
1 SECTION 01 11 00
2 SUMMARY OF WORK
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
01 11 00 - 2
DAP SUMMARY OF WORK
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised December 20, 2012
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised December 20, 2012
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 SECTION 01 25 00
2 SUBSTITUTION PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 – General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid. No
22 separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution - General
26 1. Within 30 days after award of Contract (unless noted otherwise), the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors, trade names, or catalog
31 numbers.
32 a. When this method of specifying is used, it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names, or catalog numbers, provided said products are "or-equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or-equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements, or other factors beyond control of Contractor;
40 or,
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 1) Complete data substantiating compliance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule, when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product, including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including, but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, if a reduction in cost or time results, it will
46 be documented by Change Order.
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 4. Substitution will be rejected if:
2 a. Submittal is not through the Contractor with his stamp of approval
3 b. Request is not made in accordance with this Specification Section
4 c. In the Developer’s opinion, acceptance will require substantial revision of the
5 original design
6 d. In the City’s or Developer’s opinion, substitution will not perform adequately
7 the function consistent with the design intent
8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. In making request for substitution or in using an approved product, the Contractor
13 represents that the Contractor:
14 1. Has investigated proposed product, and has determined that it is adequate or
15 superior in all respects to that specified, and that it will perform function for which it
16 is intended
17 2. Will provide same guarantee for substitute item as for product specified
18 3. Will coordinate installation of accepted substitution into Work, to include building
19 modifications if necessary, making such changes as may be required for Work to be
20 complete in all respects
21 4. Waives all claims for additional costs related to substitution which subsequently
22 arise
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 EXHIBIT A
2 REQUEST FOR SUBSTITUTION FORM:
3
4 TO:
5 PROJECT: DATE:
6 We hereby submit for your consideration the following product instead of the specified item for
7 the above project:
8 SECTION PARAGRAPH SPECIFIED
9 ITEM
10
11
12 Proposed Substitution:
13 Reason for Substitution:
14 Include complete information on changes to Drawings and/or Specifications which proposed
15 substitution will require for its proper installation.
16
17 Fill in Blanks Below:
18 A. Will the undersigned contractor pay for changes to the building design, including engineering
19 and detailing costs caused by the requested substitution?
20
21
22 B. What effect does substitution have on other trades?
23
24
25 C. Differences between proposed substitution and specified item?
26
27
28 D. Differences in product cost or product delivery time?
29
30
31 E. Manufacturer's guarantees of the proposed and specified items are:
32
33 Equal Better (explain on attachment)
34 The undersigned states that the function, appearance and quality are equivalent or superior to the
35 specified item.
36 Submitted By: For Use by City
37
38 Signature Recommended Recommended
39 as noted
40
41 Firm Not recommended Received late
42 Address By
43 Date
44 Date Remarks
45 Telephone
46
47 For Use by City:
48
49 Approved Rejected
50 City Date
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the delivery of the
28 distribution package to the City.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Developer and Consultant
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 e. Other City representatives
2 f. Others as appropriate
3 4. Preliminary Agenda may include:
4 a. Introduction of Project Personnel
5 b. General Description of Project
6 c. Status of right-of-way, utility clearances, easements or other pertinent permits
7 d. Contractor’s work plan and schedule
8 e. Contract Time
9 f. Notice to Proceed
10 g. Construction Staking
11 h. Progress Payments
12 i. Extra Work and Change Order Procedures
13 j. Field Orders
14 k. Disposal Site Letter for Waste Material
15 l. Insurance Renewals
16 m. Payroll Certification
17 n. Material Certifications and Quality Control Testing
18 o. Public Safety and Convenience
19 p. Documentation of Pre-Construction Conditions
20 q. Weekend Work Notification
21 r. Legal Holidays
22 s. Trench Safety Plans
23 t. Confined Space Entry Standards
24 u. Coordination with the City’s representative for operations of existing water
25 systems
26 v. Storm Water Pollution Prevention Plan
27 w. Coordination with other Contractors
28 x. Early Warning System
29 y. Contractor Evaluation
30 z. Special Conditions applicable to the project
31 aa. Damages Claims
32 bb. Submittal Procedures
33 cc. Substitution Procedures
34 dd. Correspondence Routing
35 ee. Record Drawings
36 ff. Temporary construction facilities
37 gg. MBE/SBE procedures
38 hh. Final Acceptance
39 ii. Final Payment
40 jj. Questions or Comments
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH Marine Creek Ranch
Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
103250
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity
of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH Marine Creek Ranch
Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
103250
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 SECTION 01 33 00
2 DAP SUBMITTALS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writing, at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities, or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including, but not limited to:
32 a) Disapproval and resubmittal (if required)
33 b) Coordination with other submittals
34 c) Testing
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 d. Make submittals promptly in accordance with approved schedule, and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. Submittal Numbering
5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
6 reference identification numbering system in the following manner:
7 a. Use the first 6 digits of the applicable Specification Section Number.
8 b. For the next 2 digits number use numbers 01-99 to sequentially number each
9 initial separate item or drawing submitted under each specific Section number.
10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
12 submittal number would be as follows:
13
14 03 30 00-08-B
15
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission (second resubmission) of that particular shop
19 drawing
20 C. Contractor Certification
21 1. Review shop drawings, product data and samples, including those by
22 subcontractors, prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) “By this submittal, I hereby represent that I have determined and verified
33 field measurements, field construction criteria, materials, dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
36 D. Submittal Format
37 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
38 2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items / Table of Contents
44 c. Product Data /Shop Drawings/Samples /Calculations
45 E. Submittal Content
46 1. The date of submission and the dates of any previous submissions
01 33 00 - 3
DAP SUBMITTALS
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 2. The Project title and number
2 3. Contractor identification
3 4. The names of:
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product, with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
15 F. Shop Drawings
16 1. As specified in individual Work Sections includes, but is not necessarily limited to:
17 a. Custom-prepared data such as fabrication and erection/installation (working)
18 drawings
19 b. Scheduled information
20 c. Setting diagrams
21 d. Actual shopwork manufacturing instructions
22 e. Custom templates
23 f. Special wiring diagrams
24 g. Coordination drawings
25 h. Individual system or equipment inspection and test reports including:
26 1) Performance curves and certifications
27 i. As applicable to the Work
28 2. Details
29 a. Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field measurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval.
33 G. Product Data
34 1. For submittals of product data for products included on the City’s Standard Product
35 List, clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City’s Standard
37 Product List, submittal data may include, but is not necessarily limited to:
38 a. Standard prepared data for manufactured products (sometimes referred to as
39 catalog data)
40 1) Such as the manufacturer's product specification and installation
41 instructions
42 2) Availability of colors and patterns
43 3) Manufacturer's printed statements of compliances and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 7) Standard wiring diagrams
2 8) Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections, include, but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work, materials, fabrication, and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City’s Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution (if required in lieu of electronic distribution)
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 a. Shop Drawings
2 1) Distributed to the City
3 2) Copies
4 a) 8 copies for mechanical submittals
5 b) 7 copies for all other submittals
6 c) If Contractor requires more than 3 copies of Shop Drawings returned,
7 Contractor shall submit more than the number of copies listed above.
8 b. Product Data
9 1) Distributed to the City
10 2) Copies
11 a) 4 copies
12 c. Samples
13 1) Distributed to the Project Representative
14 2) Copies
15 a) Submit the number stated in the respective Specification Sections.
16 3. Distribute reproductions of approved shop drawings and copies of approved
17 product data and samples, where required, to the job site file and elsewhere as
18 directed by the City.
19 a. Provide number of copies as directed by the City but not exceeding the number
20 previously specified.
21 K. Submittal Review
22 1. The review of shop drawings, data and samples will be for general conformance
23 with the design concept and Contract Documents. This is not to be construed as:
24 a. Permitting any departure from the Contract requirements
25 b. Relieving the Contractor of responsibility for any errors, including details,
26 dimensions, and materials
27 c. Approving departures from details furnished by the City, except as otherwise
28 provided herein
29 2. The review and approval of shop drawings, samples or product data by the City
30 does not relieve the Contractor from his/her responsibility with regard to the
31 fulfillment of the terms of the Contract.
32 a. All risks of error and omission are assumed by the Contractor, and the City will
33 have no responsibility therefore.
34 3. The Contractor remains responsible for details and accuracy, for coordinating the
35 Work with all other associated work and trades, for selecting fabrication processes,
36 for techniques of assembly and for performing Work in a safe manner.
37 4. If the shop drawings, data or samples as submitted describe variations and show a
38 departure from the Contract requirements which City finds to be in the interest of
39 the City and to be so minor as not to involve a change in Contract Price or time for
40 performance, the City may return the reviewed drawings without noting an
41 exception.
42 5. Submittals will be returned to the Contractor under 1 of the following codes:
43 a. Code 1
44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
45 comments on the submittal.
46 a) When returned under this code the Contractor may release the
47 equipment and/or material for manufacture.
48 b. Code 2
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
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Revised August 30, 2013
1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or material for manufacture;
4 however, all notations and comments must be incorporated into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
8 assigned when notations and comments are extensive enough to require a
9 resubmittal of the package.
10 a) The Contractor may release the equipment or material for manufacture;
11 however, all notations and comments must be incorporated into the
12 final product.
13 b) This resubmittal is to address all comments, omissions and
14 non-conforming items that were noted.
15 c) Resubmittal is to be received by the City within 15 Calendar Days of
16 the date of the City's transmittal requiring the resubmittal.
17 d. Code 4
18 1) "NOT APPROVED" is assigned when the submittal does not meet the
19 intent of the Contract Documents.
20 a) The Contractor must resubmit the entire package revised to bring the
21 submittal into conformance.
22 b) It may be necessary to resubmit using a different manufacturer/vendor
23 to meet the Contract Documents.
24 6. Resubmittals
25 a. Handled in the same manner as first submittals
26 1) Corrections other than requested by the City
27 2) Marked with revision triangle or other similar method
28 a) At Contractor’s risk if not marked
29 b. Submittals for each item will be reviewed no more than twice at the City’s
30 expense.
31 1) All subsequent reviews will be performed at times convenient to the City
32 and at the Contractor's expense, based on the City's or City
33 Representative’s then prevailing rates.
34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for more than 1 resubmission or any other delay in obtaining City's
37 review of submittals, will not entitle the Contractor to an extension of Contract
38 Time.
39 7. Partial Submittals
40 a. City reserves the right to not review submittals deemed partial, at the City’s
41 discretion.
42 b. Submittals deemed by the City to be not complete will be returned to the
43 Contractor, and will be considered "Not Approved" until resubmitted.
44 c. The City may at its option provide a list or mark the submittal directing the
45 Contractor to the areas that are incomplete.
46 8. If the Contractor considers any correction indicated on the shop drawings to
47 constitute a change to the Contract Documents, then written notice must be
48 provided thereof to the Developer at least 7 Calendar Days prior to release for
49 manufacture.
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13 N. Request for Information (RFI)
14 1. Contractor Request for additional information
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Sufficient information shall be attached to permit a written response without further
21 information.
22
23
24
25
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
5
01 35 13 - 1
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August, 30, 2013
1 SECTION 01 35 13
2 SPECIAL PROJECT PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 – General Requirements
24 3. Section 33 12 25 – Connection to Existing Water Mains
25
26 1.2 REFERENCES
27 A. Reference Standards
28 1. Reference standards cited in this Specification refer to the current reference
29 standard published at the time of the latest revision date logged at the end of this
30 Specification, unless a date is specifically cited.
31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
32 High Voltage Overhead Lines.
33 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction
34 Specification
35 1.3 ADMINISTRATIVE REQUIREMENTS
36 A. Coordination with the Texas Department of Transportation
37 1. When work in the right-of-way which is under the jurisdiction of the Texas
38 Department of Transportation (TxDOT):
39 a. Notify the Texas Department of Transportation prior to commencing any work
40 therein in accordance with the provisions of the permit
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August, 30, 2013
1 b. All work performed in the TxDOT right-of-way shall be performed in
2 compliance with and subject to approval from the Texas Department of
3 Transportation
4 B. Work near High Voltage Lines
5 1. Regulatory Requirements
6 a. All Work near High Voltage Lines (more than 600 volts measured between
7 conductors or between a conductor and the ground) shall be in accordance with
8 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
9 2. Warning sign
10 a. Provide sign of sufficient size meeting all OSHA requirements.
11 3. Equipment operating within 10 feet of high voltage lines will require the following
12 safety features
13 a. Insulating cage-type of guard about the boom or arm
14 b. Insulator links on the lift hook connections for back hoes or dippers
15 c. Equipment must meet the safety requirements as set forth by OSHA and the
16 safety requirements of the owner of the high voltage lines
17 4. Work within 6 feet of high voltage electric lines
18 a. Notification shall be given to:
19 1) The power company (example: ONCOR)
20 a) Maintain an accurate log of all such calls to power company and record
21 action taken in each case.
22 b. Coordination with power company
23 1) After notification coordinate with the power company to:
24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
25 lower the lines
26 c. No personnel may work within 6 feet of a high voltage line before the above
27 requirements have been met.
28 C. Confined Space Entry Program
29 1. Provide and follow approved Confined Space Entry Program in accordance with
30 OSHA requirements.
31 2. Confined Spaces include:
32 a. Manholes
33 b. All other confined spaces in accordance with OSHA’s Permit Required for
34 Confined Spaces
35 D. Use of Explosives, Drop Weight, Etc.
36 1. When Contract Documents permit on the project the following will apply:
37 a. Public Notification
38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
39 prior to commencing.
40 2) Minimum 24 hour public notification in accordance with Section 01 31 13
41 E. Water Department Coordination
42 1. During the construction of this project, it will be necessary to deactivate, for a
43 period of time, existing lines. The Contractor shall be required to coordinate with
44 the Water Department to determine the best times for deactivating and activating
45 those lines.
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August, 30, 2013
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City’s representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor’s letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor’s foreman and phone number
29 f) Name of the City’s inspector and phone number
30 g) City’s after-hours phone number
31 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor’s letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August, 30, 2013
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor’s foreman and phone number
4 6) Name of the City’s inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 I. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required, meet all requirements set forth in each designated
20 railroad permit. This includes, but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad’s
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
39 Construction Specification [if required for the project]
40 1. Comply with equipment, operational, reporting and enforcement requirements set
41 forth in NCTCOG’s Clean Construction Specification.}
01 35 13 - 5
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August, 30, 2013
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
01 35 13 - 6
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August, 30, 2013
1 EXHIBIT A
2 (To be printed on Contractor’s Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
01 35 13 - 7
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August, 30, 2013
1 EXHIBIT B
2
3
4
01 45 23 - 1
DAP TESTING AND INSPECTION SERVICES
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 SECTION 01 45 23
2 TESTING AND INSPECTION SERVICES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing, coordinating, and payment of all
17 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails, the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Testing
28 1. Complete testing in accordance with the Contract Documents.
29 2. Coordination
30 a. When testing is required to be performed by the City, notify City, sufficiently
31 in advance, when testing is needed.
32 b. When testing is required to be completed by the Contractor, notify City,
33 sufficiently in advance, that testing will be performed.
34 3. Distribution of Testing Reports
35 a. Electronic Distribution
36 1) Confirm development of Project directory for electronic submittals to be
37 uploaded to City’s Buzzsaw site, or another form of distribution approved
38 by the City.
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised August 30, 2013
1 2) Upload test reports to designated project directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) 1 copy for all submittals submitted to the Project Representative
5 b. Hard Copy Distribution (if required in lieu of electronic distribution)
6 1) Tests performed by City
7 a) Distribute 1 hard copy to the Contractor
8 2) Tests performed by the Contractor
9 a) Distribute 3 hard copies to City’s Project Representative
10 4. Provide City’s Project Representative with trip tickets for each delivered load of
11 Concrete or Lime material including the following information:
12 a. Name of pit
13 b. Date of delivery
14 c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised JULY 1, 2011
1 SECTION 01 50 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1 – General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel, power, light, heat and other utility services necessary for
32 execution, completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment, devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City’s Project Representatives.
39 c. Coordination
40 1) Contact City 1 week before water for construction is desired
01 50 00 - 2
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CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised JULY 1, 2011
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City’s
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work, including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
11 a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others performing work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting, and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised JULY 1, 2011
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised JULY 1, 2011
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised July 1, 2011
1 SECTION 01 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 – General Requirements
15 3. Section 34 71 13 – Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised July 1, 2011
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor’s responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor’s responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices (MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete, to the extent that the permanent sign can be
22 reinstalled, contact the City Transportation and Public Works Department, Signs
23 and Markings Division, to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City’s Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
34 PART 2 - PRODUCTS [NOT USED]
35 PART 3 - EXECUTION [NOT USED]
36 END OF SECTION
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised July 1, 2011
1 SECTION 01 57 13
2 STORM WATER POLLUTION PREVENTION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
11 Contract
12 2. Division 1 – General Requirements
13 3. Section 31 25 00 – Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 31 25 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management (iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised July 1, 2011
1 B. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Transportation and Public Works, Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 31 25 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division, (817) 392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 31 25 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Department of Transportation and Public Works,
39 Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 01 33 00, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised July 1, 2011
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 01 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 60 00 - 1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 SECTION 01 60 00
2 PRODUCT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is located on Buzzsaw as follows:
16 1. Resources\02 - Construction Documents\Standard Products List
17 B. Only products specifically included on City’s Standard Product List in these Contract
18 Documents shall be allowed for use on the Project.
19 1. Any subsequently approved products will only be allowed for use upon specific
20 approval by the City.
21 C. Any specific product requirements in the Contract Documents supersede similar
22 products included on the City’s Standard Product List.
23 1. The City reserves the right to not allow products to be used for certain projects even
24 though the product is listed on the City’s Standard Product List.
25 D. Although a specific product is included on City’s Standard Product List, not all
26 products from that manufacturer are approved for use, including but not limited to, that
27 manufacturer’s standard product.
28 E. See Section 01 33 00 for submittal requirements of Product Data included on City’s
29 Standard Product List.
30 1.5 SUBMITTALS [NOT USED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
01 60 00 - 2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
8
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 SECTION 01 66 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 – General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer’s recommendations and instructions.
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer’s recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment.
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors, public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings, or approved by City’s Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a. Provide addresses of and access to off-site storage locations for inspection by
26 City’s Project Representative.
27 6. Do not use lawns, grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers’ unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City’s Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, unless otherwise approved in writing by City’s
38 Project Representative.
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR / RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 SECTION 01 70 00
2 MOBILIZATION AND REMOBILIZATION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Mobilization and Demobilization
7 a. Mobilization
8 1) Transportation of Contractor’s personnel, equipment, and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor’s operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor’s personnel, equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor’s operation
16 from 1 location to another location on the Site.
17 b. Demobilization
18 1) Transportation of Contractor’s personnel, equipment, and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 2. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization
29 a) Transportation of Contractor’s personnel, equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization
35 a) Transportation of Contractor’s personnel, equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor’s
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 a. Mobilization and Demobilization
2 1) Mobilization shall consist of the activities and cost on a Work Order basis
3 necessary for:
4 a) Transportation of Contractor’s personnel, equipment, and operating
5 supplies to the Site for the issued Work Order.
6 b) Establishment of necessary general facilities for the Contractor’s
7 operation at the Site for the issued Work Order
8 2) Demobilization shall consist of the activities and cost necessary for:
9 a) Transportation of Contractor’s personnel, equipment, and operating
10 supplies from the Site including disassembly for each issued Work
11 Order
12 b) Site Clean-up for each issued Work Order
13 c) Removal of all buildings or other facilities assembled at the Site for
14 each Work Oder
15 b. Mobilization and Demobilization do not include activities for specific items of
16 work for which payment is provided elsewhere in the contract.
17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
18 a. A Mobilization for Miscellaneous Projects when directed by the City and the
19 mobilization occurs within 24 hours of the issuance of the Work Order.
20 B. Deviations from this City of Fort Worth Standard Specification
21 1. None.
22 C. Related Specification Sections include, but are not necessarily limited to:
23 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
24 2. Division 1 – General Requirements
25 1.2 PRICE AND PAYMENT PROCEDURES
26 A. Measurement and Payment
27 1. Mobilization and Demobilization
28 a. Measure
29 1) This Item is considered subsidiary to the various Items bid.
30 b. Payment
31 1) The work performed and materials furnished in accordance with this Item
32 are subsidiary to the various Items bid and no other compensation will be
33 allowed.
34 2. Remobilization for suspension of Work as specifically required in the Contract
35 Documents
36 a. Measurement
37 1) Measurement for this Item shall be per each remobilization performed.
38 b. Payment
39 1) The work performed and materials furnished in accordance with this Item
40 and measured as provided under “Measurement” will be paid for at the unit
41 price per each “Specified Remobilization” in accordance with Contract
42 Documents.
43 c. The price shall include:
44 1) Demobilization as described in Section 1.1.A.2.a.1)
45 2) Remobilization as described in Section 1.1.A.2.a.2)
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 d. No payments will be made for standby, idle time, or lost profits associated this
2 Item.
3 3. Remobilization for suspension of Work as required by City
4 a. Measurement and Payment
5 1) This shall be submitted as a Contract Claim in accordance with Article 10
6 of Section 00 72 00.
7 2) No payments will be made for standby, idle time, or lost profits associated
8 with this Item.
9 4. Mobilizations and Demobilizations for Miscellaneous Projects
10 a. Measurement
11 1) Measurement for this Item shall be for each Mobilization and
12 Demobilization required by the Contract Documents
13 b. Payment
14 1) The Work performed and materials furnished in accordance with this Item
15 and measured as provided under “Measurement” will be paid for at the unit
16 price per each “Work Order Mobilization” in accordance with Contract
17 Documents. Demobilization shall be considered subsidiary to mobilization
18 and shall not be paid for separately.
19 c. The price shall include:
20 1) Mobilization as described in Section 1.1.A.3.a.1)
21 2) Demobilization as described in Section 1.1.A.3.a.2)
22 d. No payments will be made for standby, idle time, or lost profits associated this
23 Item.
24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
25 a. Measurement
26 1) Measurement for this Item shall be for each Mobilization and
27 Demobilization required by the Contract Documents
28 b. Payment
29 1) The Work performed and materials furnished in accordance with this Item
30 and measured as provided under “Measurement” will be paid for at the unit
31 price per each “Work Order Emergency Mobilization” in accordance with
32 Contract Documents. Demobilization shall be considered subsidiary to
33 mobilization and shall not be paid for separately.
34 c. The price shall include
35 1) Mobilization as described in Section 1.1.A.4.a)
36 2) Demobilization as described in Section 1.1.A.3.a.2)
37 d. No payments will be made for standby, idle time, or lost profits associated this
38 Item.
39 1.3 REFERENCES [NOT USED]
40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
41 1.5 SUBMITTALS [NOT USED]
42 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
43 1.7 CLOSEOUT SUBMITTALS [NOT USED]
44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
3 1.11 FIELD [SITE] CONDITIONS [NOT USED]
4 1.12 WARRANTY [NOT USED]
5 PART 2 - PRODUCTS [NOT USED]
6 PART 3 - EXECUTION [NOT USED]
7 END OF SECTION
8
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
9
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 SECTION 01 74 23
2 CLEANING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
21 C. Exterior (Site or Right of Way) Final Cleaning
22 1. Remove trash and debris containers from site.
23 a. Re-seed areas disturbed by location of trash and debris containers in accordance
24 with Section 32 92 13.
25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26 that may hinder or disrupt the flow of traffic along the roadway.
27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
28 junction boxes and inlets.
29 4. If no longer required for maintenance of erosion facilities, and upon approval by
30 City, remove erosion control from site.
31 5. Clean signs, lights, signals, etc.
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 END OF SECTION
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 SECTION 01 77 19
2 CLOSEOUT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 1. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report (if required)
11 f. Contractor’s Evaluation of City
12 g. Performance Evaluation of Contractor
13 F. Letter of Final Acceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation, in accordance with General Conditions, City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR / RESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 SECTION 01 78 23
2 OPERATION AND MAINTENANCE DATA
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 ½ inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer’s printed data, or neatly typewritten
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly-leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 f. Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
11 MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into related consistent
19 groupings.
20 4. If available, provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List, with each product:
26 1) The name, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 5. Copy of each warranty, bond and service contract issued
2 a. Provide information sheet for City personnel giving:
3 1) Proper procedures in event of failure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
6 1. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied materials and finishes:
8 a. Manufacturer's data, giving full information on products
9 1) Catalog number, size, composition
10 2) Color and texture designations
11 3) Information required for reordering special manufactured products
12 b. Instructions for care and maintenance
13 1) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
15 product
16 3) Recommended schedule for cleaning and maintenance
17 3. Content, for moisture protection and weather exposure products:
18 a. Manufacturer's data, giving full information on products
19 1) Applicable standards
20 2) Chemical composition
21 3) Details of installation
22 b. Instructions for inspection, maintenance and repair
23 D. Manual for Equipment and Systems
24 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system, as appropriate:
26 a. Description of unit and component parts
27 1) Function, normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up, break-in, routine and normal operating instructions
32 2) Regulation, control, stopping, shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As installed control diagrams by controls manufacturer
47 h. Each contractor's coordination drawings
48 1) As installed color coded piping diagrams
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 i. Charts of valve tag numbers, with location and function of each valve
2 j. List of original manufacturer's spare parts, manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function, normal operating characteristics, and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories of panelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and normal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly, repair and reassembly
23 4) Adjustment and checking
24 f. Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts, manufacturer's current prices, and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 SECTION 01 78 39
2 PROJECT RECORD DOCUMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City’s Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS - JOB SET".
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City, until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum clearly mark any deviations from Contract Documents
11 associated with installation of the infrastructure.
12 4. Making entries on Drawings
13 a. Record any deviations from Contract Documents.
14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
15 change by graphic line and note as required.
16 c. Date all entries.
17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
18 e. In the event of overlapping changes, use different colors for the overlapping
19 changes.
20 5. Conversion of schematic layouts
21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
22 ducts, and similar items, are shown schematically and are not intended to
23 portray precise physical layout.
24 1) Final physical arrangement is determined by the Contractor, subject to the
25 City's approval.
26 2) However, design of future modifications of the facility may require
27 accurate information as to the final physical layout of items which are
28 shown only schematically on the Drawings.
29 b. Show on the job set of Record Drawings, by dimension accurate to within 1
30 inch, the centerline of each run of items.
31 1) Final physical arrangement is determined by the Contractor, subject to the
32 City's approval.
33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
34 ceiling plenum", "exposed", and the like).
35 3) Make all identification sufficiently descriptive that it may be related
36 reliably to the Specifications.
37 c. The City may waive the requirements for conversion of schematic layouts
38 where, in the City's judgment, conversion serves no useful purpose. However,
39 do not rely upon waivers being issued except as specifically issued in writing
40 by the City.
41 B. Final Project Record Documents
42 1. Transfer of data to Drawings
43 a. Carefully transfer change data shown on the job set of Record Drawings to the
44 corresponding final documents, coordinating the changes as required.
45 b. Clearly indicate at each affected detail and other Drawing a full description of
46 changes made during construction, and the actual location of items.
47 c. Call attention to each entry by drawing a "cloud" around the area or areas
48 affected.
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH Marine Creek Ranch Section 15&16
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 103250
Revised April 7, 2014
1 d. Make changes neatly, consistently and with the proper media to assure
2 longevity and clear reproduction.
3 2. Transfer of data to other Documents
4 a. If the Documents, other than Drawings, have been kept clean during progress of
5 the Work, and if entries thereon have been orderly to the approval of the City,
6 the job set of those Documents, other than Drawings, will be accepted as final
7 Record Documents.
8 b. If any such Document is not so approved by the City, secure a new copy of that
9 Document from the City at the City's usual charge for reproduction and
10 handling, and carefully transfer the change data to the new copy to the approval
11 of the City.
12 3.5 REPAIR / RESTORATION [NOT USED]
13 3.6 RE-INSTALLATION [NOT USED]
14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
15 3.8 SYSTEM STARTUP [NOT USED]
16 3.9 ADJUSTING [NOT USED]
17 3.10 CLEANING [NOT USED]
18 3.11 CLOSEOUT ACTIVITIES [NOT USED]
19 3.12 PROTECTION [NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACHMENTS [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
APPENDIX
GC-4.02
SUBSURFACE
AND
PHYSICAL
CONDITIONS
�LPNA ��,
�
TESTING
WHEHE IT ALL BEGINS
February 8, 2021
Gentechnical
Construction Materiuls
Envirnnniental
TBPE Firm No. 813
Crystal Lake Development, LLC
3825 Camp Bowie Boulevard
Fort Worth, Texas 76107
Attention: Mr. Randy Lockhart
Re: Pavement Recommendations
Marine Creek Ranch 15
Off Crystal Lake Drive
Fort Worth, Texas
ALPHA Report No. W202395-1
5058 Brush Creek Road Tel: 817-496-5600
Fort Worth, Texas 76119 Far.• 817-496-5608
www. alphatesting. com
ALPHA previously provided preliminary geotechnical recommendations for foundations at the
above referenced project (ALPHA Report No. W202395 dated October 5, 2020) authorized with
Proposal No. 79414-revl dated September 3, 2020). As requested, submitted herein are the
recommended pavement sections for public streets of the proposed subdivision (Marine Creek
Ranch 15) generally located north of Crystal Lake Drive, about 1,000 ft east of El Capitan Street
in Fort Worth, Texas. This study was authorized by Mr. Randy Lockhart on December 15, 2020
and performed in accordance with ALPHA Proposal No. 79414-1 dated December 15, 2020.
The purpose of this study is to develop pavement sections for public streets in the subject
subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015).
We understand the proposed street within the subdivision could be classified as "Residential-
Urban", "Collector" or "Arterial", as described in the referenced manual.
PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to
evaluate for the Crystal Lake Development, LLC (Client) some of the physical and engineering
properties of subsurface materials at selected locations on the subject site with respect to
formulation of appropriate geotechnical design parameters for the proposed pavement. The field
exploration was accomplished by securing subsurface samples from widely spaced test borings
performed across the expanse of the site. Engineering analyses were performed from results of
the field exploration and results of laboratory tests perfortned on representative samples.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations concerning earthwork and quality control testing during construction.
This information can be used to evaluate subsurface conditions and to aid in ascertaining
construction meets project specifications.
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations, and subsurface conditions at boring locations may vary at
different times of the year. The scope of work may not fully define the variability of subsurface
materials and conditions that are present on the site.
ALHA Report No. W202395-1
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The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on-site observations and possibly other tests.
SUMMARY OF RECOMMENDATIONS
Table A contains a summary of pavement section requirements for proposed street at the subject
project.
TABLE A
Summary of Pavement Section Requirements
Street Classification Residential -Urban Collector Arterial
PCC Pavement Thickness(in) placed 6 �1�2 10
on lime stabilized subgrade soil
28-day Concrete Compressive Strength (psi) 3,600 3,600 3,600
Subgrade Treahnent 6 inches Lime 8 inches Lime 8 inches Lime
Application Rate (lbs per sq yd) 30 36 36
Reinforcing Bar No. 3 3 4
Reinforcing Bar Spacing (in) 18 18 18
Further recommendations and analyses used to develop the stunmary in Table A are provided
further in this report.
FIELD EXPLORATION
Near surface conditions on the site were explored by obtaining four (4) bulk samples. Three (3)
bulk samples were obtained for sulfate content testing and one (1) bulk sample was obtained for
lime series testing, a moisture-density relationship test and California Bearing Ratio test. In
addition, subsurface conditions on the site were explored by drilling five (5) test borings for the
referenced preliminary foundation study. These test borings were performed in general
accordance with ASTM D 420 using standard rotary drilling equipment. The approximate
location of each boring is shown on the attached Boring and Bulk Sample Location Plan, Figure
1.
Subsurface types encountered during the field exploration are presented on the attached Log of
Boring sheets (boring logs). These boring logs contain our Field Technician's and Engineer's
interpretation of conditions believed to exist between actual samples retrieved. Therefore, the
boring logs contain both factual and interpretive information. Lines delineating subsurface strata
on the boring logs are approximate and the actual transition between strata may be gradual.
ALHA Report No. W202395-1
LABORATORY TESTS
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Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for pavement sections design
and earthwork construction. The following laboratory tests were performed to facilitate
pavement section recommendations:
� Moisture Content (ASTM D 2216)
• Atterberg-Limits (ASTM D 4318)
� Unconfined Compressive Strength (ASTM D 2166)
� Sulfate Content (TX-145-E Part In
• Lime Series (Plasticity Index vs. Lime Content)
In addition to conventional laboratory testing to assess engineering properties of the soils, a bulk
sample obtained near Boring 2 was used for a moisture-density relationship test (standard
Proctor, ASTM D 698) and California Bearing Ratio test (CBR, ASTM D 1183). Individual test
results are presented as Figure 2 and Figure 3, respectively.
GENERAL SUBSURFACE CONDITIONS
Based on geological maps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the project site lies within the undivided Fort Worth Limestone
and Duck Creek formation. This undivided formation generally consists of alternating layers of
limestone and marl (limey shale). Residual overburden soils associated with these undivided
formations generally consist of clay soils characterized by moderate to high shrink-swell
potential.
Subsurface conditions encountered in Borings 2 through 5 generally consisted of clay to a depth
of about 2 ft to 8 ft below the ground surface underlain by limestone extending to the 20 ft
termination depth of the borings
termination depth of Boring 1.
attached Log of Boring sheets.
Alternating layers of clay and limestone extended to the 20 ft
More detailed stratigraphic information is presented on the
The clay and limestone encountered in the borings are considered relatively impermeable and are
expected to have a relatively slow response to water movement. Therefore, several days of
observation would be required to evaluate actual groundwater levels within the depths explored.
Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the
amount of rainfall, prevailing weather conditions and subsurface drainage characteristics.
No free groundwater was encountered in the borings. However, it is common to encounter
seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone)
interface and from fractures within the rock, particularly during or after periods of precipitation.
If more detailed groundwater information is required, monitoring wells or piezometers can be
installed.
Further details concerning subsurface materials and conditions encountered can be obtained from
the attached boring logs.
ALHA Report No. W202395-1 �
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ENGINEERING ANALYSIS AND RECOMENDATIONS
Calculations used to determine the required pavement thickness are based only on the physical
and engineering properties of the materials and conventional thickness determination procedures.
Related civil design factors such as subgrade drainage, shoulder support, cross-sectional
configurations, surface elevations, joint design and environmental factors will significantly affect
the service life and must be included in preparation of the construction drawings and
specifications but were not included in the scope of this study. Normal periodic maintenance
will be required for all pavement to achieve the design life of the pavement system.
Pavement Sub��rade Pre �aration
Based on review of the borings and bulk samples, it is expected the pavement subgrade could
consist of clay soils or similar onsite materials used for grading the site. The pavement subgrade
could also consist of limestone in some areas depending on the given location along the
alignment and grading requirements. Since the subgrade conditions and required treatments
could vary along the proposed road alignment, ALPHA should be retained to observe
construction to verify conditions are as expected. Also, we should be provided with the final
grading plan for review prior to construction to verify or modify in writing the recommendations
contained in this report.
The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for
Residential Urban and Collector/Arterial streets, respectively and mixed with a minimum 30 lbs
per sq yard of hydrated lime (by dry soil weight) for Residential Urban streets and 361bs per sq
yard for Collector and Arterial streets in conformance with TxDOT Standard Specifications Item
260. The recommended application rate for Residential-Urban streets is the minimum required
by the City of Fort Worth. The recommended application rate for Collector/Arterial streets
equates to about 6 percent based on a dry soil unit weight of 100 pcf. The results of lime series
tests performed on representative clay samples are attached (Figure 4).
We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the
pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of
pavement. The soil-lime mixture should be compacted to at least 95 percent of standard Proctor
maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the
mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize
subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity
index of the soil-lime mixture is at/or below 15.
Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal
movement of the underlying untreated materials. Pavement and other flatwork constructed
within 3 ft of existing grade could experience soil-related potential seasonal movements of about
2 to 4 inches as referenced in the preliminary foundation report (ALPHA Report No. W202395).
Lime stabilization of the pavement subgrade is not required where the pavement subgrade
consists of limestone. In pavement areas where limestone is exposed after final subgrade
elevation is achieved, on-site lime stabilized clay cuttings, on-site processed limestone cuttings,
or flexible base material could be used as a leveling course (as needed) to provide a smooth
surface for placement of the pavement.
4
ALHA Report No. W202395-1
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California Bearing Ratio (CBR) tests indicate the CBR for native subgrade material could be
between about 4.7 and 5.0. Following improvement with lime, the CBR value for the lime
stabilized clayey soils is expected to be at least 10.
Portland Cement Concrete Pavement Section
Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed
by American Concrete Pavement Association), the following design parameters were used in
analyses of the PCC pavement section.
� Compressive strength of concrete 3,600 psi at 28 days
• Modulus of Elasticity 4,000,000 psi
• Modulus of Rupture 620 psi
• Modulus of Subgrade Reaction* 280 pci
• Load Transfer Co-efficient 3.0
• Drainage Coefficient 1.0
• Initial PSI 4.5
• Terminal PSI for 2.0 (Residential Urban)
2.25 (Collector)
2.5 (Arterial)
• Standard Deviation 0.39
• Reliability 85 percent
*Subgrade prepared with lime stabilization, or graded limestone as discussed in the previous
section.
Using the Street Classification of "Residential-Urban" as described in the referenced Fort Worth
Pavement Design Manual, it is estimated annual traffic volume will be about 35,000 Equivalent
Single t�le Loads (ESALs) in one direction over a 25-year design life with 0.5 percent annual
traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the
Residential Urban street pavement to be about 930,000.
Using the Street Classiiicarion of "Collector" as described in the referenced Fort Worth
Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single
Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic
growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement
to be about 3,000,000.
Using the Street Classification of "Arterial" as described in the referenced Fort Worth Pavement
Design Manual, the annual traffic volume will be about 300,000 Equivalent Single Axle Loads
(ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth.
Based on this, we estimate the cumulative ESALs over the design life of the pavement to be
about 13,000,000.
If the actual expected traffic volume is different than used for our analysis herein, our office
should be provided with the actual expected traffic volume so that we can re-evaluate our
recommendations.
5
ALHA Report No. W202395-1
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Based on the subgrade preparations recommended herein, the projected traffic volume and stated
design parameters, a minimum 6-inch section of Portland cement concrete is required for
Residential Urban classified streets, a minimum 7'/2-inch section of Portland cement concrete is
required for Collector classi�ed streets and a minimum 10-inch section of Portland cement
concrete is required for Arterial classified streets at this project.
PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section
should be placed over a properly prepared subgrade as discussed herein. Concrete should be
designed with 4.5 t 1.5 percent entrained air. Reinforcing steel for concrete pavement should be
in accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw-cutting
in concrete should be in accordance with Section Four of the referenced Pavement Design
Manual.
Draina: e and Maintenance
Routine maintenance, including sealing of cracks and joints should be performed over the life of
the pavement. Adequate drainage should be provided to reduce seasonal variations in the
moisture content of subgrade soils. Maintaining positive surface drainage throughout the life
of the pavement is essential.
Soluble Sulfates
A total of three (3) bulk samples were tested for soluble sulfate concentrations. Results of the
laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in Table B.
TABLE B
Soluble Sulfates
Sample Bulk Depth, Soluble Sulfate,
No. Sample ft Material Type m/K m
No. g g �PP )
1 1 0-2 Daxk Brown Clay 68
2 2 0-2 Dark Brown Clay 65
3 3 0-2 Dark Brown Clay 51
Based on the results of laboratory testing, the soluble sulfate content measured in the samples
tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of
soluble sulfates in soil are typically very localized and concentrations in other areas of the site
could vary significantly. Therefore, it is recommended sulfate sampling/testing be perfortned
along the pavement subgrade during construction. During construction, experienced
geotechnical personnel should make close observations for possible sulfate reactions.
GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring and bulk sample data and actual subsurface conditions
encountered during construction, it is recommended a registered Professional Engineering firm
be retained to observe construction procedures and materials.
ALHA Report No. W202395-1
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Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendativns offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our
observations based on our experience and understanding of the project characteristics and
subsurface conditions encountered in the borings.
Site Pre�aaration and GradinS.:
Limestone was encountered within 4 ft of the ground surface in the borings previously drilled for
the referenced preliminary report. We expect limestone will encountered during grading and
general excavation at this site. From our experience, this limestone can be hard and difficult to
excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack
hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be
required to process this limestone if it is desired to use this material as compacted fill on the site.
The contractor selected should have experience with excavation in hard limestone.
All areas supporting pavement or areas to receive new fill should be properly prepared.
After completion of the necessary stripping, clearing, and excavating and prior to placing any
required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any
undesirable material (organic material, wet, soft, or loose soil) still in place should be removed.
The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired
roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for
pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof-rolling
procedures should be observed routinely by a Professional Engineer or his designated
representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from
the proof-roll should be removed and replaced with well-compacted material as outlined in the
Fill Compaction section.
Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth
of 6 inches and recompacted as outlined in the Fill Compaction section.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
existing soils and new fill materials, reduce potential sliding planes, and allow relatively
horizontal lift placements.
Even if fill is properly compacted as recommended in the Fill Compaction section, fills in excess
of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total
fill thickness. This should be considered when planning or placing deep fills, especially where
utilities are planned below pavement.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
ALHA Report No. W202395-1
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The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site
safety is the sole responsibility of the contractor, who shall also be solely responsible for the
means, methods and sequencing of construction operations. The contractor should also be aware
that slope height, slope inclination or excavation depths (including utility trench excavations)
should in no case exceed those specified in local, state and/or federal safety regulations, such as
OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at most of the borings, traffic of heavy
equipment (including heavy compaction equipment) may create pumping and general
deterioration of shallow soils. Therefore, some construction difficulties should be anticipated
during periods when these soils are saturated.
Fill Com��action
The following compaction recommendations pertain to general filling and site grading. The
pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation
section.
Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of 2 to 6
percentage points above optimum.
Clay with a plasticity index less than 25 should be compacted to a dry density of at least 95
percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1
percentage point below to 3 percentage points above the material's optimum moisture content.
Clayey materials used as fill should be processed and the largest particle or clod should be less
than 6 inches prior to compaction.
Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor
maximum dry density. The compacted moisture content of the processed limestone is not
considered crucial to proper performance. However, if the material's moisture content during
placement is within 3 percentage points of optimum, the compactive effort required to achieve
the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches
in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the
bottom of pavement, the maximum allowable size of individual rock pieces should be reduced to
3 inches. Processed limestone used as fill should incorporate sufficient iines to prevent the
presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing
a standard No. 4 sieve is recommended.
s
ALHA Report No. W202395-1
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Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
shallower than 10 ft should be compacted as outlined herein.
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and
compacting each lift to at least the speciiied minimum dry density. Field density and moisture
content tests should be performed on each lift.
Utilities
Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2
percentage points of the material's optimum moisture content. The portion of the filUbackf'ill
shallower than 10 ft should be compacted as previously outlined. Density tests should be
performed on each lift (maximum 12-inch thick) and should be performed as the trench is being
backf'illed.
Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements oveY
time of up to about 1 to 2 percent of the total �ll thickness. This should be considered when
designing pavement over utility lines and/or other areas with deep fill.
If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction
grade, the contractor or others shall be required to develop an excavation safety plan to protect
personnel entering the excavation or excavation vicinity. The collection of specific geotechnical
data and the development of such a plan, which could include designs for sloping and benching
or various types of temporary shoring, is beyond the scope of this study. Any such designs and
safety plans shall be developed in accordance with current OSHA guidelines and other
applicable industry standards.
Groundwater
Groundwater was not encountered in the borings previously drilled for the referenced
preliminary report. However, from our experience, shallow groundwater seepage could be
encountered from the subsurface stratigraphy in excavations for pavement, utilities and other
general excavations at this site. The risk of seepage increases with depth of excavation and
during or after periods of precipitation. Standard sump pits and pumping may be adequate to
control seepage on a local basis.
In any areas where cuts are made, attention should be given to possible seasonal water seepage
that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk
of seepage is increased where limestone is exposed in excavations and slopes or is near final
grade. In these areas subsurface drains may be required to intercept seasonal groundwater
seepage. The need for these or other dewatering devices should be carefully addressed during
construction. Our office could be contacted to visually observe final grades to evaluate the need
for such drains.
9
ALHA Report No. W202395-1
LIMITATIONS
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Professional services provided in this geotechnical exploration were performed, fmdings
obtained, and recommendations prepared in accordance with generally accepted geotechnical
engineering principles and practices. The scope of services provided herein does not include an
environmental assessment of the site or investigation for the presence or absence of hazardous
materials in the soil, surface water or groundwater. ALPHA, upon written request, can be
retained to provide same.
ALPHA TESTING, INC. is not responsible for conclusions, opinions or recommendations
made by others based on this data. Information contained in this report is intended for the
exclusive use of the Client (and their designated design representatives), and is related solely to
design of the specific structures outlined on the cover page of this report. No party other than the
Client (and their designated design representatives) shall use or rely upon this report in any
manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such
intended use. Any such third party using this report after obtaining ALPHA's written acceptance
shall be bound by the limitations and limitations of liability contained herein, including
ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented
in this report should not be used for design of any other structures except those specifically
described in this report. In all areas of this report in which ALPHA may provide additional
services if requested to do so in writing, it is presumed that such requests have not been made if
not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can
change with passage of time. Recommendations contained herein are not considered applicable
for an extended period of time after the completion date of this report. It is recommended our
office be contacted for a review of the contents of this repart for construction commencing more
than one (1) year after completion of this report. Non-compliance with any of these
requirements by the Client or anyone else shall release ALPHA from any liability resulting from
the use of, or reliance upon, this report.
Recommendations provided in this report are based on our understanding of information
provided by the Client about characteristics of the project. If the Client notes any deviation from
the facts about project characteristics, our office should be contacted immediately since this may
materially alter the recommendations. Further, ALPHA TESTING, INC. is not responsible for
damages resulting from workxnanship of designers or contractors and it is recommended the
Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify
construction is performed in accordance with plans and specifications.
10
ALHA Report No. W202395-1
CLOSING
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All recommendations in the referenced geotechnical report remain unchanged unless specifically
modified herein. We appreciate the opportunity to be of service. Please contact us with any
questions or comments.
Sincerely,
ALPHA TESTING, INC.
r � .
Karina Cohuo
Geotechnical Project Manager
BJH/kc
Copies: (1-PDF) Client
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Februaty 8, 2021
Attachments: Boring and Bulk Sample Location Plan — Figure 1
Moisture-Density Relationship- Figure 2
California Bearing Ratio- Figure 3
Mechanical Lime Series — Figure 4
WinPAS Analysis Results
Logs of Borings
Key to Soil Symbols and Classifications
�
Brian J. Hoyt, P.E.
Geotechnical Department Manager
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ALPHA ��.\TESTING
5058 Brush Creek Road
Fort Worth, Texas 76119
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
FOR: Crystal Lake Development, LLC
Fort Worth, Texas
PROJECT:
,o�
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7%
Marine Creek Ranch 15
Fort Worth, Texas
12% 17%
OUR REPORT NO.: W202395-1
MATERIAL DESCRIPTION: Dark Brown Sandy Clay
CLASSIFICATI�N: CH
SAMPLE LOCATION: Center of Site
TEST METHOD: ASTM D698-B
SOIL ID NUMBER:
MAXIMUM DRY UNIT WEIGHT: 89.5 PCF
OPTIMUM MOISTURE CONTENT: 24.1 %
LIQUID LIMIT: 55
PLASTIC LIMIT: 26
PLASTICITY INDEX: 29
% FINER THAN NO. 200 SIEVE: 58%
22% 27%
MOISTURE CONTENT
12/18/20
32% 37% 42%
rcespecrruny �u�minea,
FI G U R E 2 Brian Hoyt
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file In our office) and shall not be reproduced and/or distributed except with express approval of Alpha. The use of c
name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities oi apparently identical or similar specimens.
MOISTURE DENSITY RELATIONSHIP
ALPHA/�TESTING
�
WHERE IT ALL BEGINS
Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813
REPORT OF CALIFORNIA BEARING RATIO RESULTS
(ASTM D1883)
Project No: W202395-1 Date: 01/11/21
aterial Description: Dark Brown Clay with Silt
ample Location: Center of Site
CBR @ 0.10 Inches = 5.00%
CBR @ 0.20 Inches = 4.70%
•
110
100 - - -
90 - -- -
80 -
70 - � -
�a i
N 60 �-
L I
N 50 �
40 •
30 — ; --
20 • -
�
10 � --
0
0.0 0.1
0.2
�
I
0.3
Penetration, in
FIGURE 3
0.4 0.5 0.6
ALPHA��TESTING
�
WHERE IT ALL BEGINS
Geotechnical . Construcfion Materials • Environmental • TBPE Firm No. 813
REPORT OF MECHANICAL LIME SERIES RESULTS
Project No: W202395-1
% Lime
PI
70 —
65
60
55
50 -
45
40
a 35
30 �-
25
20
15
10
��
0%
46
IDate: 01 /11/21
2% 4% 6% 8%
25 20 14 11
t
0 �
0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15%
Percent Dry Weight of Lime
FIGURE 4
1NinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Residential Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
Design ESALs
Reliability
Overall Deviation
Modulus of Rupture
Modulus of Elasticity
5.91 inches
930,000
85.00 percent
0.39
620 psi
4,000,000 psi
Load Transfer, J
Mod. Subgrade Reaction, k
Drainage Coefficient, Cd
Initial Serviceability
Terminal Serviceability
3.00
280 psi/in
1.00
4.50
2.00
Modulus of Subarade Reaction [k-value] Determination
Resilient Modulus of the Subgrade
Resilient Modulus of the Subbase
Subbase Thickness
Depth to Rigid Foundation
Loss of Support Value (0,7,2,3)
Modulus of Subgrade Reaction 280.00 psi/in
0.0 psi
0.0 psi
0.00 inches
0.00 feet
0.0
Thursday, April 23, 2015 1:12:04PM Engineer:
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Collector Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
Design ESALs
Reliability
Overall Deviation
Modulus of Rupture
Modulus of Elasticity
7.52 inches
3,000,000
85.00 percent
0.39
620 psi
4,000,000 psi
Load Transfer, J
Mod. Subgrade Reaction, k
Drainage Coefficient, Cd
Initial Serviceability
Terminal Serviceability
3.00
280 psi/in
1.00
4.50
2.25
Modulus of Sub rade Reaction k-value Determination
Resilient Modulus of the Subgrade
Resilient Modulus of the Subbase
Subbase Thickness
Depth to Rigid Foundation
Loss of Support Value (0,1,2,3)
Modulus of Subgrade Reaction 280.00 psi/in
0.0 psi
0.0 psi
0.00 inches
0.00 feet
0.0
Thursday, April 23, 2015 1:11:04PM Engineer:
WinPAS
Pavement Thickness Design According to
1993 AASHTO Guide for Design of Pavements Structures
American Concrete Pavement Association
Rigid Design Inputs
Agency: City of Fort Worth
Company: Alpha Testing Inc.
Contractor:
Project Description: Arterial Pavement Analysis
Location: Fort Worth, TX
Rigid Pavement Design/Evaluation
PCC Thickness
Design ESALs
Reliability
Overall Deviation
Modulus of Rupture
Modulus of Elasticity
9.87 inches
13,000,000
85.00 percent
0.39
620 psi
4,000,000 psi
Load Transfer, J
Mod. Subgrade Reaction, k
Drainage Coefficient, Cd
Initial Serviceability
Terminal Serviceability
3.00
280 psi/in
1.00
4.50
2.50
Modulus of Sub rade Reaction k-value Determination
Resilient Modulus of the Subgrade
Resilient Modulus of the Subbase
Subbase Thickness
Depth to Rigid Foundation
Loss of Support Value (0,1,2,3)
Modulus of Subgrade Reaction 280.00 psi/in
0.0 psi
0.0 psi
0.00 inches
0.00 feet
0.0
Thursday, April 23, 2015 1:09:59PM Engineer:
5058BrushCreekRd. BORING NO.: �
A L P H A �� T E S T I N G Forr Wonh, T�ras 76119 Sheet 1 of 1
Phone: 817-496-5600
Fax.• 817-496-5608 pROJECT NO.: W202395
W H E R E I T A L L B E G I N S �w.alphatesting.com
Ciient: C stal Lake Develo ment, LLC __ Location: Fort Worth, Texas
Project: Marine Creek Ranch 15 Surtace Elevation:
Start Date: 9/14/2020 End Date: 9/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
� Hammer Drop (Ibs / in):
0
GROUND WATER OBSERVATIONS � � N E� m.c � x
� � NONE a' �� d Uw c� 'm � 'E �E � o
�On Rods (ft): �� o v, �,., a? o
� U TAfter Drilling (ft): DRY �>C�'1 � o � c"i � d� �o � � o � o �' —
L
n a a o� c� p o c� ao Z'a V . • � �
o � �After_ Hours (ft): � a�i U" a y � � ��' �v � a � �in cA
�� ~a a�N o Z � � J a a
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 35 5 49 21 28
1.0
Tan Weathered LIMESTONE i
62 9
4.0
Tan CLAY with limestone fragments 50/ 6 40 16 ' 24
5 5.50"
6.0
Tan LIMESTONE with clay seams and layers �
100/ 8
10 1.75„
15 100/ 9
0.75"
17.0
Gray LIMESTONE with shale seams
100/ 6
20 20.0 0.25"
TEST BORING TERMINATED AT 20 FT
I
5058BrushCreekRd. BORING NO.: 2
A L P H A �� i E S T I H G Fon YYorth, Teras 76119 S�1
Phone: 817-496-5600
Fax: 817-496-5608 pROJECT NO.: W202395
W H E R E I T A L L B E G 1 N S �'Wa�Phatesting.com —
i
Client: Crystal Lake Development, LLC Location: Fort Worth, Texas
Project: Marine Creek Ranch 15 Surface Elevation:
Start Date: 9/14l2020 End Date: 9/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs 1 in):
GROUND WATER OBSERVATIONS I�� y a '
� � S70n Rods (ft): NONE � Z, � � a� c) `� c °�-' � m �E � �c o
o a� •-
r L �After Drilling (ft): DRY �>� d o cYi ��� @o � � o � � �`
Q a n o� c� a p c � ao Z'a V � • � � a�
� � �After Hours (ft): � � �j a: o � o o �v 6 0 '�, �
o � — m� � � � cn � 'e :? � a m
cn �a, �? Z= � a
MATERIAL DESCRIPTION
Brown CLAY with limestone fragmants
4.5+ 15 41 20 21
70 9
,;, .'
4.0
Tan CLAY with limestone fragments 5p� I 7
5 2.50"
6.0
Tan LIMESTONE with clat seams and layers
100/ 5 '
� p 1.50"
12.0
Gray LIMESTONE with shale seams
� � 100/ 8
1.25"
100/
20 20.0 0.50" g i
TEST BORING TERMINATED AT 20 FT ~
�
ALPHA/�TESTIHG
�
WHERE IT ALL BEGINS
5058BrushCreekRd. BORING NO.: 3
Forr Worth, Texas 76119 Sheet 1 of 1
Phone: 817-496-5600
Fccz: 817-496-5608 pROJECT NO.: W202395
www.alphatestir:g.com �
Client:_ _ Crystal Lake Develo ment, LLC Location• Fort Worth Texas
Project: Marine Creek Ranch 15 Surface Elevation:
Start Date:_ 9/14/2020 End Date: 9/14/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs 1 in):
o, GR�UND WATER OBSERVATIONS �, o � � y� �, t ' x
m o a o cn� � o u�i rn> rn • �
.�' —' �On Rods (ft): NONE ��, o y � o� c�� �•°' a� � E E � � o
L � ZAfter Drilling (ft): DRY a o� c° a� c� �o Z'a � J J — d
Q a o � o �'
� � �After Hours (ft): E y� V� o- ° c y a a p`� U 6 '� � 3
� �
o � �� �� � �� aZ ? � � a a
a a � �
MATERIAL DESCRIPTION
Brown CLAY f i i
4.5+ I 3.8 I , 98 I 26 I 66 I 28 I 38
�
Tan LIMESTONE with clay seams and layers
2.0
5
4
8
10
15
Gray LIMESTONE with shale seams
100/ �
1.50"
100/
1.25"
100/
0.75"
100/
20 20.0 0.75"
� TEST BORING TERMINATED AT 20 FT
7
7
12
5058Brush CreekRd. BORING NO.: 4
A L P H A/�► T E S i! N G Forr Worrh, Teras 76I19 Sheet 1 of 1
Phone: 817-496-5600
Fax: 817-496-5608 P R O J E C T N O.: W 2 0 2 3 9 5
W H E R E I T A L L B E G i N S w�+�w.alphatesting.co�n I
Client: C stal Lake Develo ment, LLC Location: Fort Worth, Texas
Project: Marine Creek Ranch 15 Surface Elevation:
Start Date: 9/14/2020 End Date: 9/14/2020 West:
Drilling Method:._ CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs 1 in):
o, GROUND WATER OBSERVATIONS � o a� � a '
� � �On Rods (ft): NONE � Z,o o y � u� ci `� �'a � �E J c o
w L 1After Drilling (ft): DRY �>Ci � o c'�i � a�i ��o � � o � o �' =
a Q- -- a o� �— o c o�a . a�
o � �After_ Hours (ft):. � y �j� d � c � aN �v � 'v 'm y �
� cn � x � c c�i in °°'c � d �
Ha a � Z � � a
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments �
9 44 20 24
69 8
4.0
Tan CLAY with limestone fragments 60 7 35 14 21
5
50/
{ 5.50" 5
i
�
' a.o
Tan LIMESTONE with clay seams and layers
100/ 6
10 1.75„
_ 12.0
Gray LIMESTONE with shale seams
100/ 6
15 1.25"
100/ 5
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
5058Brush CreekRd. BORING NO.: 5
A L P H a, �� T F S T I N G Forr Worth, T�ras 76119 Sheet 1 of 1
Phone: 817-496-5600
Fnx: 817-496-5608 pROJECT NO.: W202395
W H E R E I T A L L B E G I N S ti+'�'x'•alphatesting.com —
I
Client:_ C stal Lake Development, LLC Location:__ Fort Worth, Texas
Project: Marine Creek Ranch 15 Surface Elevation:
Start Date: 9/14/2020 End Date: 9/14/2020 West: �
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs ! in):
i
GROUND WATER OBSERVATIONS � � y a '
o ... � d � x
m N E
� � NONE T e cn y a`> U.�`�.. c� 'a�i � �E � c o
� �On Rods (ft):_ H�o o a�-- • u� — `
L t 7After Drilling (ft): DRY �>C3 d c cYi � ai ��o �' � � J J =
n o. a o �� o o � � ao �'a V :4 `-' � m
�
o � �After_ Hours ifti�— � � a�i U a` o°�,�' o o �v � � ��n cn
� �� �� c ocn \z.� m J a a
� Xa a ? �
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 20 9
50/ 10 44 23 21
4.50"
4.0
� Tan LIMESTONE with clay seams and layers �pp� Y�
5 1.75" 5
100/ 8
10 1"
100/ 6
15 0.75"
16.0
Gray LIMESTONE with shale seams
100/ �
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT �
ALPHA��
�
TESTIHG
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
WHERE IT ALL BEGINS
SOIL & ROCK SYMBOLS
� (CH), High Plasticity CLAY
� (CL), Low Plasticity CLAY
� (SC), CLAYEY SAND
� (SP), Poorly Graded SAND
� (SW), Well Graded SAND
� (SM), SILTY SAND
� (ML), SILT
� (MH), Elastic SILT
� LIMESTONE
� SHALE/MARL
� SANDSTONE
o Q (GP), Poorly Graded GRAVEL
� � (GW), Well Graded GRAVEL
�,Tj� (GC), CLAYEY GRAVEL
K�L/ti
� (GM), SILTY GRAVEL
� (OL), ORGANIC SILT
� (OH), ORGANIC CLAY
� FILL
SAMPLING SYMBOLS
■SHELBY TUBE (3" OD except where
noted otherwise)
�SPLIT SPOON (2" OD except where
noted otherwise)
� AUGER SAMPLE
� TEXAS CONE PENETRATION
�ROCK CORE (2" ID except where
noted othenvise)
RELATIVE DENSITY OF COHESIONLESS SOILS [blows/ft]
VERY LOOSE 0 TO 4
LOOSE 5 TO 10
MEDIUM 11 TO 30
DENSE 31 TO 50
VERY DENSE OVER 50
SHEAR STRENGTH OF COHESIVE SOILS �tsf
VERY SOFT
SOFf
FIRM
STIFF
VERY STIFF
HARD
LESS THAN 0.25
0.25 TO 0.50
0.50 TO 1.00
1.00 TO 2.00
2.00 TO 4.00
OVER 4.00
RELATIVE DEGREE OF PLASTICITY PI
LOW
MEDIUM
HIGH
VERY HIGH
4 TO 15
16 TO 25
26 TO 35
OVER 35
RELATIVE PROPORTIONS f %]
TRACE 1 TO 10
LITTLE 11 TO 20
SOME 21 TO 35
AND 36 TO 50
PARTICLE SIZE IDENTIFICATION DIAMETER
BOULDERS
COBBLES
COARSE GRAVEL
FINE GRAVEL
COURSE SAND
MEDIUM SAND
FINE SAND
SILT
CLAY
8.0" OR LARGER
3.0" TO 8.0"
0.75" TO 3.0"
5.0 mm TO 3.0"
2.OmmT05.Omm
0.4mmT05.Omm
0.07mmT00.4mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
STANDARD
PRODUCT
LIST
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 09, 2021
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 03/19/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
Updated: 03/19/21
* From Original Standard Products List
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeStorm Sewer - Pipes 33-05-13 (Rev 03/19/21)4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M33012" - 60" CITY OF FORT WORTHTRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LISTUpdated: 04/14/21