HomeMy WebLinkAboutContract 56384-PM1CONTRACT
FOR
THE CONSTRUCTION OF
Ventana Offsite Waterline
Water Improvements
City Project No. 103232
IPRC Record No. IPRC21-0035
FID No. 30114-0200431-103232-E07685
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
August 2021
6060 North Central Expressway
Suite 400 Dallas, Texas75206
FRN-F-1386
CSC No. 56384-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Ventana Offsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103232
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Ventana Offsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103232
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
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CITY OF FORT WORTH Ventana Offsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103232
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Ventana Offsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103232
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Ventana Offsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103232
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
uu a ^ 4;
D.M -�ID PROPOS:AL
Page I oC I
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Ventana Offsite Waterline
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Na Descri tion � Unit of
p Speci6cation Sectwn No. Nleasure Bid Quantity Unit Price Bid Value
UNIT I; WATER IMPROVEMENTS
3110.0102 6"-12" Tree Removal EA 31 10 00 EA 26.00 '� $557.06 s $14,483.56
3125.0101 SWPPP 31 25 00 LS 1.00 ' $4,538.00 $4,538.00
3137.0104 Medium Stone Rip Rap 31 37 00 SY 135.00 �� $54.13 $7,307.55
__ --- -- .
3292.0200 Broadcast Seeding 32 92 13 SF 10912.00 ' $2.75 $30,008.00
3304.0002 Cathodic Protection 33 04 12 LS 1.00 $10,000.00 $10,000.00
3305.0109 Trench Safety 33 05 10 LF 7121.00 $1.05 $7,477.05
3305.0203 Imported Embedment/ Backfill, CLSM CY 33 05 10 CY gg.g6 ' $97.16 �' $8,643.35
3305.1007 42" Steel Casing 33 05 22 LF 143.00 � $545.00 ` $77,935.00
3305.1107 42" Steel Casing by Bore 33 05 22 LF 207.00 $975.00 "' $201,825.00
3305.2007 24" Water Carrier Pipe (DIP) 33 05 24 LF 5323.00 -°' $179.00 �� $952,817.00
3311.0241 8" PVC 33 11 10, 33 11 12 LF 1518.00 $49.00 ' $74,382.00
3311.0461 12" PVC 33 11 12 LF 280.00 � $88.00 �'° $24,640.00
3312.0001 Fire Hydrant Assembly (Incl. Lead, Tee, Valve, and Box) 33 12 40 EA 3.00 � $3,500.00 -9 $10,500.00
3312.0108 Connect to Existing 24" Line 33 12 25 EA 1.00 ' $6,398.00 ✓ $6,398.00
3312.3003 8" Gate Valve 33 12 20 EA 3.00 <' $2,675.00 ' $8,025.00
3312.3005 12" Gate Valve 33 12 20 EA 2.00 � $3,045.00 -� $6,090.00
3312.3008 24" Gate Valve & Box 33 12 20 EA 6.00 -� $31,018.34 °$186,110.04
3312.6003 8" Blow Off Valve Assembly 33 12 60 EA 1.00 $19,000.00 " $19,000.00
3331.6103 4" Combination Air Valve 33 31 70 EA 2.00 , $23,750.00 -> $47,500.00
9999.0001 End and Plug 00 00 00 EA 4.00 $8,761.00 •� $35,044.00
9999.0002 2" Combo Air Release Valve 00 00 00 EA 1.00 - $27,637.00. ` $27,637.00
9999.0003 Fittings 00 00 00 TN 9.819 0 $5,562.47 >$54,617.89
9999.0004 Remove Existing 16" Gate Valve 00 00 00 EA 1.00 % $713.70 �� $713.70
9999.0005 Abandon 16" WL 00 00 00 LF 68.03 > $9.42 -� $640.84
9999.0006 Inlet Protection 00 00 00 EA 2.00 $185.00 ' $370.00
TOTAL UNIT 1: WATER IMPROVEMENTS $1,816,702.99
Bid
This Bid is submitted by the entity uamed below:
BIDDER:
E31uc �iar Ctililic.. LtJ-:
_'�+00 (.-howhers Strcri
��enus. Te�as'611k-1
Contractor ngrees to complete �VORK (or FINAL ACCEPTANCE �vithin
CONTRACT wmmences to mm �s provided in the General Conditians.
Total Construction
BY:
. �� `� y ✓'
DATE: � �a �
END OF SGCTION
CITY OF FORT WORTH
STAM)�RD C�INSTRIJCTIr)N SP[:CIPIC;\'I'I�)N DUCIIMENTS- D�VGL�IPER A6l'AR�L.D PROICC'1�5
fnnn Veniun Mu� �2, �UIJ
60 working days nfter the date when Ihe
A
00 J2 4l_6�d Pruposul_Vamunu U(i.iic WL xlss
ooas ia
DAP P2EQUALIFICATION STA'I'EMENT
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 provide the complete major work tYpe and actual description as provided by the Water
Department foc• water and sewer and TPW for pavin�
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Water Distribution System — New Blue Star Utilities, LLC July 2022
Construction, All Sizes
The imdersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Blue Star Utilities, LLC
2600 Chambers Street
Venus, TX 76084
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT—DEVELOPER AWARDED PROlECTS 0045 12_Prequalification Statement 2015_DAP.docx
Form Versian September 1, 2015
DATE: ?�3C��21
00 45 26 - 1
CONTRACTOR COMPLIANCE W[TH 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. 102239. 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:
Blue Star Utilities, LLC
Company
2600 Chambers Street
Address
Venus, TX 76084
City/State/Zip
THE STATE OF TEXAS
COUNTY OFTARRANT
By
Si
Ti
§
§
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
�� j��`�,ay�,� 4�;�,.�� �����y�,�,� , known to me to be the person whose name is
subscribed to the foregoing instr ent, and acknowledged to me that he/she executed the same as
d f '
the act and deed of �� ���i� �P4�,k�� �,���; r"� �� _' for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN LINDER MY HAND AND SEAL OF OFFICE this �`��"_; day of
� �k �)��i , 2�,�• .
�. �:�z�
,�pPY PUB JAZMINt CAUDILLO -����"� �/° � ���':,
° � Notary Public ��� �,,: � a' �`
'^ State of Texas _ � , ��"' ��� �'''
",l�Q" ID �k 130.7_OE44-5 Notar-y P�blic in�fid for the State of Texas
F��� My Comm. F.xpires 0��-�8-2023 �� �"�
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
00 45 40 - 1
Business Equity Ordinance Specifications
Page 1 of 2
CITY OF FORT WORTH Ventana Offsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103232
Revised June 2, 2021
SECTION 00 45 40 1
TEMPORARY REVISION (COVID-19) 2
Business Equity Specifications 3
APPLICATION OF POLICY 4
If the total dollar value of the City Participation in the contract is greater than $100,000, then a Business 5
Equity goal is applicable. 6
A Business Equity Firms refers to certified Minority-, and/or Women-, owned Business Enterprises 7
(M/WBE). 8
9
POLICY STATEMENT 10
It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 11
Firms when applicable, in the procurement of all goods and services. All requirements and regulations 12
stated in the City’s current Business Equity Ordinance No.24534-11-2020 apply to this bid. 13
14
BUSINESS EQUITY PROJECT GOALS 15
The City's M/WBE goal on this project is 8% of $1,816,702.99, the City’s participation in the contract. 16
17
COMPLIANCE TO BID SPECIFICATIONS 18
On contracts where a Business Equity Goal is applied, offerors are required to comply with the intent of 19
the City's Business Equity Ordinance by meeting or exceeding the above stated goal through one of the 20
following methods: 1. Business Equity subcontracting participation; 2. Commercial useful function 21
services performed by the Business Equity Prime to count towards the goal; 3. Combination of 22
Business Equity Prime services and Business Equity subcontracting participation; 4. Business 23
Equity Joint Venture participation; 5. Good Faith Effort documentation; or 6. Prime Waiver 24
documentation. 25
26
SUBMITTAL OF REQUIRED DOCUMENTATION 27
The Utilization Plan shall be due at the time specified in the solicitation. The applicable documents must 28
be received by City Project Manager within the time allocated, in order for the entire bid to be considered 29
responsive to the specifications. The offeror shall EMAIL the Business Equity documentation to the 30
assigned City of Fort Worth Project Manager or Department Designee. Documents are to be received no 31
later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid 32
opening date. A faxed copy will not be accepted. 33
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The Offeror must submit one of the following documentation: 35
1. Utilization Form, if the goal is met or exceeded, 36
2. Good Faith Effort Form and Utilization Form, including supporting documentation, if 37
participation is less than stated goal, or no Business Equity participation is accomplished, 38
3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform 39
all subcontracting/supplier opportunities, 40
4. Joint Venture Form, if goal is met or exceeded with a Joint Venture. 41
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00 45 40 - 2
Business Equity Ordinance Specifications
Page 2 of 2
CITY OF FORT WORTH Ventana Offsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103232
Revised June 2, 2021
1
These forms can be found on-line at: 2
3
Business Equity Utilization Form 4
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-5
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Utilization%20Form.6
pdf 7
8
Business Equity Prime Contractor Waiver Form 9
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-10
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Prime%20Contractor11
%20Waiver.pdf 12
13
Business Equity Good Faith Effort Form 14
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-15
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Good%20Faith%20Ef16
fort%20Form.pdf 17
18
Business Equity Joint Venture Form 19
https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60%20-20
%20MWBE/NEW%20Business%20Equity%20Ordinance/Business%20Equity%20Joint%20Venture.pdf 21
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Any Questions, Please Contact The Business Equity Division at (817) 392-2674. 29
END OF SECTION 30
31
Revision Log
DATE NAME SUMMARY OF CHANGE
6/2/2021 Patrick Buckley Adding Business Equity to City’s participation for Developer led projects.
32
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FAILURE TO COMPLY WITH THE CITY’S BUSINESS EQUITY ORDINANCE WILL RESULT IN
THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS.
FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUTIY DOCUMENTATION WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE
OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE
YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS.
005243-1
Developer Awarded Project Agreement
Page 1 of4
SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on ��3 `��z � is made by and between the Developer,
4 PMB Ventana South Developer, LLC, authorized to do business in Texas ("Developer") , and
5 Blue Star Utilities, LLC, authorized to do business in Texas, acting by and through its duly
6 authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
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Contractor shall complete all Work as specifed or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
Ventana O�fsite Waterline
CPN 103232
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 60 working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that Developer
will suffer financial loss if the Work is not completed within the times specified in
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
the Standard City Conditions of the Construction Contract for Developer Awarded
Projects. The Contractor also recognizes the delays, expense and difficulties involved in
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
that as liquidated damages for delay (but not as a penalty), Contractor shall pay
Developer fve hundred Dollars ($500.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH Ventana OJjsite Waterline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 103131
Revised June 16, 2016
00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 CITY OF FORT WORTH Ventana Offsite Waterline STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103232 Revised June 16, 2016 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of One Million, Nine Hundred Forty Thousand, Two 39 Hundred Twenty-Three & 44/100 Dollars ($1,816,702.99). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 50 b. Insurance ACORD Form(s) 51 c. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker’s Compensation Affidavit 56 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project’s Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 74
005243-3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76 6.1 Coutractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 egpense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by t6e contractor, its officers, agents, employees, subcontractors, licenses or invitees
80 under this contrac� This indemnification urovision is sueciticaliv intended to ooerate
81 aad be eff'ective even if it is alleeed or oroven t6at all or some of t6e dama�es bein�
82 sou�ht were caused. in whole or in oar� bv anv ac� omission or n ieence of the citv.
83 This indemnity provision fs intended to include, without limitation, indemnity for
84 costs, eapeases and legal fees incurred by the city in defending against such claims and
85 causes of actions.
86
87 6.2 Contractor covenants and agrecs to indemnify and hold 6armless, at its own eapense,
88 the city, its o�cers, servants and empioyees, from and against aay and all loss, damage
89 or destrucNon of property of the city, arising out of, or alleged to arise out of, the work
90 and services to be performed by the contractor, its oflicers, agents, emptoyees,
91 subcontractors, licensees or inviteea under this contract. This indemnification
92 prov�sion is suecificallv intended to onerate and be ef%ctive even if it is alle¢ed or
93 proven that aU or some of the dama¢es being sou¢6t were caused. in whole or in uart.
94 bv anv act. oarission or ne¢ligence of the cit�
95
96 Article 7. MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement aze defined in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awazded Projects.
100 7.2 Assignment of Contract.
101 This Agreement, including all of the Contract Documents may not be assigned by the
102 Contractor without the advanced express written consent of the Developer.
103 7.3 Successors and Assigns.
104 Developer and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Documents.
107 7.4 Severability.
108 Any provision or part of the Contract Documents held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110 remaining provisions shall continue to be valid and binding upon DEVELOPER and
111 CONTRACTOR.
112 7.5 Governing Law and Venue.
113 This Agreement, including all of the Contract Documents is performable in the State of
114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORT'Ii Vrntarxr OJj's(1e WcrterNne
STANDARD CONSTRUCTION SPBC[FICATION DOCUMENTS — DEVELOPER AWARDED PR07ECTS CPN 103232
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
118
119
120
121
122
123
124
125
Contractor shall attach 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 effective as of the last date signed by the Parties ("Effective Date").
Contractor:
By: By: �. �.�-�� r�--
(Signature) (Signature)
(Printed Name)
Title:
Developer:
� �P�� ����f��
(Printed Name)
Title: �!� Si o4.�//E'
Company Name:
Blue Star Utilities, LLC
Address: 2600 Chambers Street
City/State/Zip: Venus, TX 76084
Date
126
Company name: PMB Ventana South Developer,
LLC
Address: 4001 Maple Avenue, Suite 600
City/State/Zip: Dallas, TX '75219
y�� / a� 1 �
Date
CITY OF FORT WORT'FI Yentana O,Q''site Waterline
STt1NDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103232
Revised June 16, 2016
0o sz a3 - a
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Alithority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatoiy of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
125
Contractoc•: � Developer:
'�`U�E'. ..TiiC1�L. �1,�►�i�5,U.�-
B : � By:
(, ignature)
�
(Printed Name)
Title: �J�f �� Title:
Company Name:
Blue Star Utilities, LLC
Address: 2600 Chambers Street
126
City/State/Zip: Venus, TX 76084
-►130121
Date
(Signature)
(Printed Name)
Company name: PMB Ventana South Developer,
LLC
Address: 4001 Maple Avenue. Suite 600
City/State/Zip: Dallas, TX 75219
Date
CITY OF FORT WORTH I'enturi�� Qjrsile bi"�nerli��e
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CP;\' 1�13'3'
Revised June 16,2016
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BLANKET ADDITIONAL INSURED – AUTOMATIC STATUS
IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
The following is added to SECTION II – WHO IS AN (a)The Additional Insured – Owners, Les-
INSURED:sees or Contractors – Scheduled Person
or Organization endorsement CG 20 10Any person or organization that:07 04 or CG 20 10 04 13, the Additionala.You agree in a written contract or agreement to Insured – Owners, Lessees or Contrac-include as an additional insured on this Coverage tors – Completed Operations endorse-Part; and ment CG 20 37 07 04 or CG 20 37 04 13,
b.Has not been added as an additional insured for or both of such endorsements with either
the same project by attachment of an endorse-of those edition dates; orment under this Coverage Part which includes (b)Either or both of the following: the Addi-such person or organization in the endorsement's tional Insured – Owners, Lessees or Con-schedule;tractors – Scheduled Person Or Organi-is an insured, but:zation endorsement CG 20 10, or the Ad-
ditional Insured – Owners, Lessees ora.Only with respect to liability for "bodily injury" or
Contractors – Completed Operations en-"property damage" that occurs, or for "personal
dorsement CG 20 37, without an editioninjury" caused by an offense that is committed,
date of such endorsement specified;subsequent to the signing of that contract or
agreement and while that part of the contract or the person or organization is an additional in-agreement is in effect; and sured only if the injury or damage is caused,
in whole or in part, by acts or omissions ofb.Only as described in Paragraph (1),(2)or (3)be-
you or your subcontractor in the performancelow, whichever applies:
of "your work" to which the written contract or(1)If the written contract or agreement specifical-agreement applies; orly requires you to provide additional insured
(3)If neither Paragraph (1)nor (2)above applies:coverage to that person or organization by
the use of:(a)The person or organization is an addi-
tional insured only if, and to the extent(a)The Additional Insured – Owners, Les-
that, the injury or damage is caused bysees or Contractors – (Form B) endorse-
acts or omissions of you or your subcon-ment CG 20 10 11 85; or
tractor in the performance of "your work"(b)Either or both of the following: the Addi-to which the written contract or agree-tional Insured – Owners, Lessees or Con-ment applies; andtractors – Scheduled Person Or Organi-
(b)Such person or organization does notzation endorsement CG 20 10 10 01, or
qualify as an additional insured with re-the Additional Insured – Owners, Lessees
spect to the independent acts or omis-or Contractors – Completed Operations
sions of such person or organization.endorsement CG 20 37 10 01;
The insurance provided to such additional insured isthe person or organization is an additional in-
subject to the following provisions:sured only if the injury or damage arises out
of "your work" to which the written contract or a.If the Limits of Insurance of this Coverage Partagreement applies;shown in the Declarations exceed the minimum
(2)If the written contract or agreement specifical-limits required by the written contract or agree-
ly requires you to provide additional insured ment, the insurance provided to the additional in-
coverage to that person or organization by sured will be limited to such minimum required
the use of:limits. For the purposes of determining whether
CG D6 04 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 1 of 2
DT-CO-4N182423-PHX-21
COMMERCIAL GENERAL LIABILITY
this limitation applies, the minimum limits required result in a claim. To the extent possible, such
by the written contract or agreement will be con- notice should include:
sidered to include the minimum limits of any Um-(a)How, when and where the "occurrence"brella or Excess liability coverage required for the or offense took place;
additional insured by that written contract or (b)The names and addresses of any injuredagreement. This provision will not increase the persons and witnesses; andlimits of insurance described in Section III – Limits
(c)The nature and location of any injury orOf Insurance.damage arising out of the "occurrence" orb.The insurance provided to such additional insured offense.does not apply to:
(2)If a claim is made or "suit" is brought against(1)Any "bodily injury", "property damage" or the additional insured:"personal injury" arising out of the providing,
(a)Immediately record the specifics of theor failure to provide, any professional archi-
claim or "suit" and the date received; andtectural, engineering or surveying services,
including:(b)Notify us as soon as practicable and see
to it that we receive written notice of the(a)The preparing, approving, or failing to claim or "suit" as soon as practicable.prepare or approve, maps, shop draw-
ings, opinions, reports, surveys, field or-(3)Immediately send us copies of all legal pa-
ders or change orders, or the preparing, pers received in connection with the claim or
approving, or failing to prepare or ap- "suit", cooperate with us in the investigation
prove, drawings and specifications; and or settlement of the claim or defense against
the "suit", and otherwise comply with all policy(b)Supervisory, inspection, architectural or
conditions.engineering activities.
(4)Tender the defense and indemnity of any(2)Any "bodily injury" or "property damage"
claim or "suit" to any provider of other insur-caused by "your work" and included in the
ance which would cover such additional in-"products-completed operations hazard" un-
sured for a loss we cover. However, this con-less the written contract or agreement specifi-
cally requires you to provide such coverage dition does not affect whether the insurance
for that additional insured during the policy provided to such additional insured is primary
period.to other insurance available to such additional
insured which covers that person or organiza-c.The additional insured must comply with the fol-
tion as a named insured as described in Par-lowing duties:
agraph 4., Other Insurance, of Section IV –(1)Give us written notice as soon as practicable Commercial General Liability Conditions.of an "occurrence" or an offense which may
Page 2 of 2 ú 2017 The Travelers Indemnity Company. All rights reserved.CG D6 04 02 19
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
XTEND ENDORSEMENT FOR CONTRACTORS
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
GENERAL DESCRIPTION OF COVERAGE –This endorsement broadens coverage. However, coverage for any
injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or
limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to
the extent that coverage is excluded or limited by such an endorsement. The following listing is a general
coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to
determine rights, duties, and what is and is not covered.
A.Who Is An Insured – Unnamed Subsidiaries C.Incidental Medical Malpractice
B.Blanket Additional Insured – Governmental D.Blanket Waiver Of Subrogation
Entities – Permits Or Authorizations Relating To E.Contractual Liability – RailroadsOperationsF.Damage To Premises Rented To You
PROVISIONS a.An organization other than a partnership, joint
venture or limited liability company; orA. WHO IS AN INSURED – UNNAMED
b.A trust;SUBSIDIARIES
The following is added to SECTION II – WHO IS as indicated in its name or the documents that
AN INSURED:govern its structure.
Any of your subsidiaries, other than a partnership,B. BLANKET ADDITIONAL INSURED –joint venture or limited liability company, that is GOVERNMENTAL ENTITIES – PERMITS ORnot shown as a Named Insured in the AUTHORIZATIONS RELATING TO OPERATIONSDeclarations is a Named Insured if:
The following is added to SECTION II – WHO ISa.You are the sole owner of, or maintain an AN INSURED:ownership interest of more than 50% in, such
Any governmental entity that has issued a permitsubsidiary on the first day of the policy period;
or authorization with respect to operationsand
performed by you or on your behalf and that youb.Such subsidiary is not an insured under are required by any ordinance, law, building codesimilar other insurance.or written contract or agreement to include as an
No such subsidiary is an insured for "bodily injury"additional insured on this Coverage Part is an
or "property damage" that occurred, or "personal insured, but only with respect to liability for "bodily
injury", "property damage" or "personal andand advertising injury" caused by an offense
advertising injury" arising out of such operations.committed:
The insurance provided to such governmentala.Before you maintained an ownership interest
entity does not apply to:of more than 50% in such subsidiary; or
a.Any "bodily injury", "property damage" orb.After the date, if any, during the policy period
"personal and advertising injury" arising out ofthat you no longer maintain an ownership operations performed for the governmentalinterest of more than 50% in such subsidiary.entity; orFor purposes of Paragraph 1.of Section II – Who b.Any "bodily injury" or "property damage"Is An Insured, each such subsidiary will be included in the "products-completeddeemed to be designated in the Declarations as:operations hazard".
CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 1 of 3
Includes copyrighted material of Insurance Services Office, Inc., with its permission.
DT-CO-4N182423-PHX-21
COMMERCIAL GENERAL LIABILITY
C. INCIDENTAL MEDICAL MALPRACTICE pharmaceuticals committed by, or with the
knowledge or consent of, the insured.1.The following replaces Paragraph b.of the
definition of "occurrence" in the 5.The following is added to the DEFINITIONS
DEFINITIONS Section:Section:
b.An act or omission committed in providing "Incidental medical services" means:or failing to provide "incidental medical a.Medical, surgical, dental, laboratory, x-rayservices", first aid or "Good Samaritan or nursing service or treatment, advice orservices" to a person, unless you are in instruction, or the related furnishing ofthe business or occupation of providing food or beverages; orprofessional health care services.
b.The furnishing or dispensing of drugs or2.The following replaces the last paragraph of
medical, dental, or surgical supplies orParagraph2.a.(1)of SECTION II – WHO IS
appliances.AN INSURED:
6.The following is added to Paragraph 4.b.,Unless you are in the business or occupation
Excess Insurance, of SECTION IV –of providing professional health care services,
Paragraphs (1)(a),(b),(c)and (d)above do COMMERCIAL GENERAL LIABILITY
not apply to "bodily injury" arising out of CONDITIONS:
providing or failing to provide:This insurance is excess over any valid and
(a)"Incidental medical services" by any of collectible other insurance, whether primary,
your "employees" who is a nurse, nurse excess, contingent or on any other basis, that
assistant, emergency medical technician is available to any of your "employees" for
or paramedic; or "bodily injury" that arises out of providing or
failing to provide "incidental medical services"(b)First aid or "Good Samaritan services" by
to any person to the extent not subject toany of your "employees" or "volunteer
workers", other than an employed or Paragraph 2.a.(1)of Section II – Who Is An
volunteer doctor. Any such "employees"Insured.
or "volunteer workers" providing or failing D. BLANKET WAIVER OF SUBROGATIONto provide first aid or "Good Samaritan
The following is added to Paragraph 8.,Transferservices" during their work hours for you
Of Rights Of Recovery Against Others To Us,will be deemed to be acting within the
of SECTION IV – COMMERCIAL GENERALscope of their employment by you or
performing duties related to the conduct LIABILITY CONDITIONS:
of your business.If the insured has agreed in a contract or
3.The following replaces the last sentence of agreement to waive that insured's right of
Paragraph 5.of SECTION III – LIMITS OF recovery against any person or organization, we
INSURANCE:waive our right of recovery against such person or
organization, but only for payments we makeFor the purposes of determining the
because of:applicable Each Occurrence Limit, all related
acts or omissions committed in providing or a."Bodily injury" or "property damage" thatfailing to provide "incidental medical occurs; orservices", first aid or "Good Samaritan
b."Personal and advertising injury" caused byservices" to any one person will be deemed to
an offense that is committed;be one "occurrence".
4.The following exclusion is added to subsequent to the execution of the contract or
Paragraph 2.,Exclusions, of SECTION I –agreement.
COVERAGES – COVERAGE A – BODILY E. CONTRACTUAL LIABILITY – RAILROADSINJURY AND PROPERTY DAMAGE
LIABILITY:1.The following replaces Paragraph c.of the
definition of "insured contract" in theSale Of Pharmaceuticals
DEFINITIONS Section:"Bodily injury" or "property damage" arising
out of the violation of a penal statute or c.Any easement or license agreement;
ordinance relating to the sale of
Page 2 of 3 ú 2017 The Travelers Indemnity Company. All rights reserved.CG D3 16 02 19
Includes copyrighted material of Insurance Services Office, Inc., with its permission.a
COMMERCIAL GENERAL LIABILITY
2.Paragraph f.(1)of the definition of "insured a.Any premises while rented to you or
contract" in the DEFINITIONS Section is temporarily occupied by you with permission
deleted.of the owner; or
F. DAMAGE TO PREMISES RENTED TO YOU b.The contents of any premises while such
premises is rented to you, if you rent suchThe following replaces the definition of "premises premises for a period of seven or fewerdamage" in the DEFINITIONS Section:consecutive days."Premises damage" means "property damage" to:
CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 3 of 3
Includes copyrighted material of Insurance Services Office, Inc., with its permission.
BA-4N19489A-21-26-G
CCaMMERCiAL AUTO
permission, while performing duties
related to the conduct of your busi-
ness.
However, any "auto" that is leased, hired,
rented or borrowed with a driver is not a
covered "auto".
D. EMPLOYEES AS INSURED
The foilowing is added to Paragraph A.1., Wha is
An Insured, of SECTION II — COVERED AUTOS
LIABILITY COVERAGE:
Any "employee" of yours is an "insured" while us-
ing a covered "auto" you don't own, hire or borrow
in your business or your personal affairs.
E. SUPPLEMENTARY PAYMENTS — INCREASED
LIMITS
1. The following replaces Paragraph A.2.a.(2),
of SECTION 11 — COVERED AUTOS LIABI�-
ITY COVERAGE:
(2) Up to $3,000 for cost of bail bonds (in-
cluding bonds for related traffic law viola-
tions) required because of an "accident"
we cover. We do not have to furnish
these bonds.
2. The following replaces Paragraph A.2.a.(4),
of SECTION II — COVERED AUTOS LIABIL-
ITY COVERAGE:
(4) All reasonable expenses incurred by the
"insured" at our request, including actual
loss of earnings up to $500 a day be-
cause of time off from work.
F. HIRED AUTO — LIMITED WORLDWIDE COV-
ERAGE — INDEMNITY BASIS
The following replaces Subparagraph (5) in Para-
graph B.7., Policy Period, Coverage Territory,
of SECTION IV — BUSINESS AUTO CONDI-
TIONS:
(5} Anywhere in the world, except any country or
jurisdiction while any trade sanction, em-
bargo, or similar regulation imposed by the
United States of America applies to and pro-
hibits the transaction of business with or
within such country or jurisdiction, for Cov-
ered Autos Liability Coverage for any covered
"auto" that you lease, hire, rent or borrow
without a driver for a period of 30 days or less
and that is not an "auto" you lease, hire, rent
or borrow from any of your "employees",
partners (if you are a partnership), members
(if you are a limited liability company) or
members of their households.
{a) With respect to any claim made or "suit"
brought outside the United States of
America, the territories and possessions
of the United States of America, Puerto
Rico and Canada:
(i) You must arrange to defend the "in-
sured" against, and investigate or set-
tle any such claim or "suit" and keep
us advised of all proceedings and ac-
tions.
(ii) Neither you nor any other involved
"insured" wiii make any settiement
without our consent.
(iii) We may, at our discretion, participate
in defending the "insured" against, or
in the settlement of, any claim or
"su it".
(iv) We will reimburse the "insured" for
sums that the "insured" legally must
pay as damages because af "bodily
injury" or "property damage" to which
this insurance applies, that the "in-
sured" pays with aur consent, but
only up to the limit described in Para-
graph C., Limits Of Insurance, of
SECTION II — COVERED AUTOS
LIABILITY COVERAGE.
{v} We will reimburse the "insured" for
the reasonable expenses incurred
with our consent for your investiga-
tion of such claims and your defense
of the "insured" against any such
"suit", but only up to and included
within the limit described in Para-
graph C., Limits Of Insurance, of
SECTION II — COVERED AUTOS
LIABILITY COVERAGE, and not in
addition to such limit. Our duty to
make such payments ends when we
have used up the applicable limit of
insurance in payments for damages,
settlements or defense expenses.
{b) This insurance is excess over any valid
and collectible other insurance available
to the "insured" whether primary, excess,
contingent or on any other basis.
(c) This insurance is not a substitute for re-
quired or compulsory insurance in any
country outside the United States, its ter-
ritories and possessions, Puerto Rico and
Canada.
Page 2 of 4 02015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15
Includes copyrighted material of Insurance Services Office, Inc. with its permission.
COMMERGIAL AUTO
You agree to maintain ail required or {2) In or on your covered "auto".
compuisory insurance in any such coun- This coverage applies only in the event of a total
try up to the minimum limits required by theft of your covered "auto".
local law. Your failure to comply with No deductibles apply to this Personai Property
compulsory insurance requirements wiil
not invalidate the caverage afforded by coverage.
this policy, but we will only be liable to the K. AIRBAGS
same extent we would have been liable The following is added to Paragraph B.3., Exclu-
had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE
surance requirements. COVERAGE:
(dj It is understood that we are not an admit-
ted or authorized insurer outside the
United States of America, its territories
and possessions, Puerto Rico and Can-
ada. We assume no responsibility for the
furnishing of certificates of insurance, or
for compliance in any way with the laws
of other countries relating to insurance.
G. WAIVER OF DEDUCTIBLE — GLASS
The foilowing is added to Paragraph D., Deducti-
ble, of SECTION III — PHYSICAL DAMAGE
COVERAGE:
No deductibie for a covered "auto" wiii appiy to
glass damage if the glass is repaired rather than
repiaced.
H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF
USE — INCREASED LINIIT
The following replaces the last sentence of Para-
graph A.4.b., Loss Of Use Expenses, of SEC-
TION III — PHYSICA� DAMAGE COVERAGE:
However, the most we wiii pay for any expenses
for loss of use is $65 per day, to a maximum of
$750 for any one "accident".
1. PHYSICAL DAMAGE — TRANSPORTATION
EXPENSES — INCREASED LIMIT
The following replaces the first sentence in Para-
graph A.4.a., Transportation Expenses, of
SECTION III — PHYSICAL DAMAGE COVER-
AGE:
We will pay up to $50 per day to a maximum of
$1,500 for temporary transportation expense in-
curred by you because of the total theft of a cov-
ered "auto" of the private passenger type.
J. PERSONAL PROPERTY
Exclusion 3.a. does not apply to "loss" to one or
more airbags in a covered "auto" you own that in-
flate due to a cause other than a cause of "loss"
set forth in Paragraphs A.1.b. and A.1.c., but
only:
a. If that "auto" is a covered "auto" for Compre-
hensive Coverage under this policy;
b. The airbags are not covered under any war-
ranty; and
c. The airbags were not intentionaily inflated.
We will pay up to a maximum of $1,O�Q for any
one "loss".
L. NOTICE AND KNOWLEDGE OF ACCIDENT OR
LOSS
The following is added to Paragraph A.2.a., of
SECTIC)N N— BUSINESS AUTO CONDITIONS:
Your duty to give us or our authorized representa-
tive prompt notice of the "accident" or "loss" ap-
piies oniy when the "accident" or "loss" is known
to:
(a) You (if you are an individual);
(b) A partner (if you are a partnership);
(c) A member (if you are a limited liability com-
pany);
(d) An executive officer, director or insurance
manager (if you are a corporation or other or-
ganization); or
(e) Any "employee" authorized by you to give no-
tice of the "accidenY' or "loss".
M. �LANKET WAIVER OF SUBROGATION
The following replaces Paragraph A.S., Transfer
Of Rights Of Recovery Against Others To Us,
of SECTI�N IV — BUSINESS AUTO CONDI-
TIO(VS:
The following is added to Paragraph A.4., Cover- 5. Transfer Of Rights Of Recovery Against
age Extensions, of SECTION III — PHYSICAL Others To Us
DAMAGE COVERAGE: We waive any right of recovery we may have
Personal Property against any person or organization to the ex-
tent required of you by a written contract
We will pay up to $440 for "loss" to wearing ap- signed and executed prior to any "accident"
parel and other personal property which is: or "loss", provided that the "accident" or "loss"
(1) Owned by an "insured"; and arises out of operations contemplated by
CA T3 53 02 15 O 2015 The Travelers Indemnity Company. All rights reserved. Pag2 3 Of 4
Includes copyrighted material of Insurance Services Office, Inc. with its permission.
COMMERCIAL AUTO
such contract. The waiver applies only to the The unintentional omission of, or unintentional
person or organization designated in such error in, any information given by you shail no1
contract. prejudice your rights under this insurance. How-
N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col-
The following is added to Paragraph 6.2., Con- lect additional premium or exercise our right of
ceaiment, Misrepresentation, Or Fraud, of canceilation or non-renewal.
SECTION IV — BUSINESS AUTO CONDITIONS:
Page 4 of 4 O 2015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15
Inciudes copyrighted materiai of Insurance Services Office, Inc. with its permission.
WORKERS' COMPENSATION AND
EMPLOYERS LIABILITY POLICY
WC 42 03 04 B
Insured copy
This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below.
(The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.)
This endorsement, effective on 5/10/21 at 12:01 a.m. standard time, forms a part of:
Policy no. 0002062055 of Texas Mutual Insurance Company effective on 5/10/21
Issued to:BLUE STAR UTILITIES, LLC
This is not a bill
NCCI Carrier Code:29939
Authorized representative
5/6/21
1 of 1
PO Box 12058, Austin, TX 78711-2058
texasmutual.com | (800) 859-5995 | Fax (800) 359-0650 WC 42 03 04 B
TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the
Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our
right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury
arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver
from us.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this endorsement is shown in the Schedule.
Schedule
1.( )Specific Waiver
Name of person or organization
(X)Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver.
2.Operations:All Texas operations
3.Premium:
The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection
with work performed for the above person(s) or organization(s) arising out of the operations described.
4.Advance Premium: Included, see Information Page
006213-1
PERFORMANCE BOND
Page 1 of 2
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 13
PERFORMANCE BOND
7
8
9
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14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, Blue Star Utilities, LLC , known as "Principal" herein and
Atlantic Specialty Insurance Company , a corporate surety (sureties, if more than one) duly
authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
are held and firmly bound unto the Developer, PMB Ventana South Developer, LLC, authorized
to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation
("City"), in the penal sum of, One Million. Ei�ht Hundred Sixteen Thousand. Seven Hundred
Two & 99/100 Dollars ($1.816.702.99), lawful money of the United States, to be paid in Fort
Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly
unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, frmly 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 Faci(ities Agreement,
CFA Number CFA21-0081; and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
the 3Q day of S��Y , 20 ZI , which Contract is hereby referred to and made a
part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as Ventana Offsite Waterline.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
shall faithfully perform it obligations under the Contract and shall in all respects duly and
faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
specifications, and contract documents therein referred to, and as well during any period of
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 Ventana Offsite �'��aterline
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 103232
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Pagc 2 of 2
I PROVIDED FURTHER, 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 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
8 this instrument by duly authorized agents and officers on this the �n day of
9 SuLY , 20 � .
10
11
12
13
14
IS
16
17
�8
19
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22
23
24
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32
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35
36
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40
41
42
43
44
45
46
47
ATTEST:
al) S retary
Witness as to Principal
s as o r
enjamin , rley
Name and Title
Address: �60 Ch••�iot. ��
��� �� T. 7� v r
SURETY:
Atlantic Specialtv Insurance Comnar. �
BY: �� �' � ____
Sibnature
Sean McCauley, Jr., Attorne�-In`F�t `
Name and Title
Address: _605 Highway 169 North, Ste. 800
Plymouth, MN 55441
Telephone Number: I-800-321-2721
*Note: If signed by an officer of the Surety Company, there must be on file a certifted 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.
�•M. � �
CITY 0� �ORT WORTH V¢mm�a OfTsue Wuterlinc
STANDARD CITY CONDITIONS — DEVGLOPER AWARDGD PROIGCTS CPN IU3232
Ravised January 31, 2012
PRINCIPAL:
00 62 14 - 1
PAYMENT BOND
Page I of 2
1
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 14
PAYMENT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
7 That we, Blue Star Utilities, LLC, known as "Principal" herein, and
8 Atlantic Specialty Insurance Company, a corporate surety ( or sureties if more than one), duly
9 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
10 are held and firmly bound unto the Developer, PMB Ventana South Developer, LLC, authorized to
11 do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the penal sum of One Million. Eight Hundred Sixteen Thousand. Seven Hundred Two
13 & 991100 Dollars ($1,816.702.99), lawful money of the United States, to be paid in Fort Worth,
14 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
15 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
16 successors and assigns, jointly and severally, frmly by these presents:
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth, by and through a Community Facilities Agreement,
19 CFA Number CFA21-0081; and
20 WHEREAS, Principal has entered into a certain written Contract with Developer, awarded
21 the � day of �uLY , 20 Z( , which Contract is hereby referred to
22 and made a part hereof for all purposes as if fully set forth herein, to furnish all materials,
23 equipment, labor and other accessories as defined by law, in the prosecution of the Work as
24 provided for in said Contract and designated as Ventana Offsite Waterline.
25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
26 Principal shall pay all monies owing to any (and ali) payment bond beneficiary (as defined in
27 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
29 force and effect.
30 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
31 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
32 accordance with the provisions of said statute.
CITY OF FORT WORTH Ventana Offsite Walcrlin�
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPtV 103232
Revised January 31, 2012
006214-2
PAYMGNTBOND
Pagc 2 of2
1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly Authorized agents and officers on this the 3" day of
3 S�LY , 20 ? 1 ,
4
ATTEST:
��� �/' �
��,�,.
Witness as to Principal
ATTEST:
. �
(SUI'et Fei jn in K. �arlcy, Witnes�
Witness o urety
Sam Duckett
5
G
7
8
9
10
PR[NCIPAL:
Blue Star Uti
�
�� �o.,,���. P�+/Fs ��..�.
Name and Title
Address: � 4 OU �..�,�(,, � �-
'(.c 74 0 4s �1"
SURETY:
Atlantic Specialty Insurance Compahy
-----.
BY: �
Signature �
Sean McCauley, Jr.
Name and Title
Address: 6p5 Fli��wpy 169 Nnrth_ Ct snn
PI mouth, MN 55441
Telephone Number: �-goo-32I-2�z�
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 obli�ation. If Surety's physical address is
diffcrcnt from its mailing address, botlt must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
��
E1VD OF SECTION
C1TY O� PORT WORTH Ventuna Ofl'silc Wotcrlmc
3TANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJEC'PS CPN 103232
Revised lanuary 31, 2012
00 62 19 - I
MAINTENANCE BOND
Page 1 of 3
1
2
3
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6
7
8
9
10
11
12
13
14
15
16
17
18
SECTION 00 61 19
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Blue Star Utilities, LLC , known as "Principal" herein and
Atlantic Specialty Insurance Company , a corporate surety (sureties, if more than
one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
or more), are held and firmly bound unto the Developer, PMB Ventana South Developer, LLC,
authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal
corporation ("City"), in the sum of One Million. Eight Hundred Sixteen Thousand. Seven
Hundred Two & 99/100 Dollars,{$1,816.702.99), lawful money of the United States, to be paid in
Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly
unto the Developer and the City as dual obligees and their successors, we bind ourselves, our
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
2t CFA Number CFA21-0081; and
22
23
24
WHEREAS, the Principal has entered into a certain written contract with the Developer
awarded the �' day of ���`� , 20 Z) , which Contract is
hereby referred to and a made part hereof for a(I purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other accessories 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 Ventana Offsite Waterline; and
28
29
30
31
32
33
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 workmanship 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 WORTH Ventana Offsite Waterline
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 103232
Revised January 31, 2012
006219-2
MARVTENANCB BOND
Page 2 of 3
1 WHEREAS, P�incipal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligatton is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 remain in fuil force and effect.
9
l0 PROVIDED, HOWEVER, if Principal shal) fail so to repair or reconstruct any timely
l 1 noticed defective Work, it is agreed that the Devaloper or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
1 S PROVIDED FURTHER, that if any legal action be filed on thls Bond, venue shaU lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for succassive breaches.
21
22
23
CIN OF FORT WOR'I'H 'Vontana OtEsite Waterli�u
STANDARb CITY CONDIT[ONS — DEVELOPER AWAItDBD PIt016CfS CPN 103232
Revisec! Jenuary 31, 2U12
006219-3
MAINTENANCE BOND
Pasc 3 of 3
I 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 3� day of`
3 3vc� 20 2.� .
5
6
7
8
9
10
Il ATTES •
l2
13 ~
14 ) Sec ary
15
16
17
18
19
20 Witness as to Principal
21
22
23
24
25
26
27
28
29 ATTEST:
30 „
31
32 (Sure )
33 B�� i K. rley.Witncss
34
35 Witnes Sure
36 Sam Duckctt
PRMCtPAL:
Blue Star Utilities, LLC
BY:
i e
�.-�L��, � �'
"� ,��,,,.,� -
Name and Title
Address: � O o �.,�, `, ��
tl � K ..� ,� 7Gotd
SURETY:
Atlantic Specialtv Insurance Compam�
B Y: �
Signature fi� �
Sean McCauley, Jr., Attorney-(n-Fnct
Name and Title �
Address: 605 Hi hwa 169 North Ste. 800
PI mouth MN 55441
Telephone Number: I-800-321-2721
37 *Note: If signed by an officer oFtlie Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obli�ation. If
39 Surety's physical address is different from its mailing address, both must be provided.
40
4 � The dAte of the bond shall not be prior to the date the Contract is awarded.
42
CITY Of FORT WORTFI Ventnna Ofl'site Waterlinc
STANDARD Cl'I'Y CONDIT(UNS — DGVELOPER AWARDED PROJECTS CPN 103232
Reviscd lanuary 31. 2012
inta.ct
INSURaNCE
P�v�ler o� At�caa-��ey
KNOW ALL MEN BY THESE PRESENTS, that ATLANTiC SPECIALTY INSURANCE COMPANY, a New York corporauon with its princ[pal ofEicc in Plymouth,
Minnesota, does hereby constitute and appoint: Edward N. Hackett, Sean McCauley Jr., Claudia Nunez, each individually if there be more than one named, its true and
lawful Attorney-in-Fact, to make, execute, seal and deliver, for and on its behalf as surety, any and all bo�ds, recognizances, contracts of indemnily, and all other writings
obligatory In the nature themof; provided that no bond or undertaking execuled under this authority shall exceed in amount the sum of: unlimited and the execution of such
bonds, recognlza�ces, contracts of indemnity, and all other writings obligatory in the nature thereoF in pursuance of these presents, shatt be as binding upon said Company as if
they had been fully signed by an authorized offlcer of the Company and sealed with the Company seal. This Power of Attomey is made and executed by authorily of Ihe
foltowing rcsolutions adopted by the Board of Directors of ATLANTIC SPECIALTY TNSURAtYCE COMPANY on the lwenty-fifth day of September, 2012:
Resolved: That the President, any Senior Vice President or Vice-President (each an "Authorized Officer") may execute for and in behalt of the Company any and
all bonds, recognizances, convacts of indemnity, and all o�her writings obligatory in the nature thereof, and a[(ix the seal of the Company thereto; and that the
Authorized Officer may appoint and authorize an Attorney-in-Fan to execute on behatf of the Company any and alI such instruments and to affix the Company
seal thereto; and that the Aulhortzed OFficer may at any time remove any such Attomey-in-Fact and revoke all power and authority given to any such Attorney-in-
Fact.
Resolved: That the Attorney-in-Fact may be g(ven full power and authority to execute for and In the name and on behalf of the Company any and all bonds,
recognizances, contracts of indemnity, and aU other writings obllgatory tn the natum thereof, and any such instrumenl executed by any such Attomey-in-Fact shali
be as binding upon the Company as if signed and sealed by an Autho�ized Officer and, further, the Attomey-in-Fact is hereby authorized to verify any affidavlt
required to be attached to bonds, recognizances, contracts of indemnity, and all other wridngs obligatory in the nature thereof.
This power of attomey is signed and sealed by facsimile under the authoriry oF the Following Resotution adopted by the Board of Dtrectors of ATLANTIC SPEC[ALTY
INSURANCE COMPANY on the twenty-fifth day of September, 2012:
Resolved: That the signature of an Authorized Otficer, the signature of the Secretary or the Assistant Secre�ary, and the Company seal may be affixed by
facs[mile to any power of attorney or to any cenlficate relating thereto appo[nting an Attomey-in-Fact for purposes only of executing and seaiing any bond,
undenaking, recogntzance or other written ohllgatlon in the nature thereof, and any such signature and seal where so used, being hereby adopted by the Company
as the original s[gnature of such officer and �he origlnal seai of the Company, to be valid and binding upon the Company with the same force and etfect as though
manually affixed.
iN WiTNESS WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused ihese presents to be slgned by an Authorized Officer and the scal o[ the Company
to be affixed this twenty-seventh day of April. 2020.
STATE OF MINNE50TA
HENNEPIN COUNTY
Y`�Y ��'NSG„
✓`�p q '•.,:
`w� pPP�1(7q� ~i• ;
�y �SEAI`� m= %���
; r 1986 0 3 gy
�`•Zd�a<<r YOPNra3�
•.,,,1 y� r�,r,, Paui J. Brehm, Senior Vice President
On this twenry-seventh day of April, 2020, be(ore me personally came Paul J. Brehm, Senlor V(ce President of ATLAIYTIC SPECIALTY INSURANCE COMPANY, to me
personally known to be �he individual and officer described ln and wlio executed the preceding instrument, and he acknowledged the execuiion oF the same, and being by me
duly sworn, lhat he is the said officer of [he Company aforesald, and that the seal affixed to the preceding instrument is the seal of sald Company and that lhe said seal and the
signature as such officer was duly affixed and subscri6ed to the sald instrumenl by the authority and at the dimction of the Company.
�, �ALISON DWAN NASNdROUT
NOTARY PUBLIC • MINNESOTA
My Comml�sfon Expires
January 31, 2026
: o�`\C4�o�'� F�9(+•y
;� �S�:AL � :
��
• T986 "'
.
y9 �� t i:3
'','L �r Tl� �L-i
'�..;,',;.,. �,
1, the understgned, Secretary of ATLANT[C SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby certi(y that the foregoing power of attorney is in Full
forCe and has not been revoked, and the resolutions set Fonh above are now in force.
Signed and sealed. Dated � day of S�LY 2�? �
This Power of Attorney expires
January 31, 2025
;����
Notuy Public
�rX�+--...r—
Kara Barrow, Secretary
Please direa bond verifications to sure�yrj�intacti��rao�e am
Texas Department of Insuraace
certi�caco No. 15 ]. 9 8
.,, x•,♦
��
M` ' � � `.
����
Certlficate of Authority �
THIS IS 1'0 CBRTII�Y'CHAT
Compaay No. 08-095G36
ATLANTIC SL'ECIALTY xNBURANCE COMPANY
NEW YORK, NS�i' YORK
haa complkd with the laws oP tbe Steta of Texaa �pplicable therato �ad ia 1�ereby autl�oriud to tnnsect the
buait►e�s of
�'i,re; A].li.ed Coverages; Hail,-grow3.ng crops oniy; Rain= Inland Marine;
OCean Marinef Aircraf�--Liability & Phyaical Da�naget Accidentf Heaith;
Workers' Com�ensation & Famployere� Liability; Lraployer+�� Liabilityj
Au�omobile--Lisbil3ty & phyeical Daaiaget Liabflity o�her than
Autiomobilef Sidelity & Suretyj alass; Burglary & Thef�j Fqrgery;
soiler & Machinerys Credit and Reinsurance on all linea authorizec'1 to
be writtien on a d�rect basis
inauranee within tl�e �tate of Texas. 'Y'hu Ceetificate of Authority shsit be in futl foroe and effect until it ls
rovoked, caacxfod or auapeade�d �cocding to l�w.
IN TESTIMONY VV�RSOF. vvld� my band u�d seai of
otiic� nt Auatin, Tax�a, th�
15 th ,_ day o! �e_oriem er A.D. 2Q11
E1.EAr10R Kl'i1MAN
COMMISSIOI�TBR OP INS GB
c
BY
Ciodwtn hesi, Dirxtor
Company Licensing & Registrntion
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact your agent.
AVISO IMPORTANTE
Para obtener informacion o para someter una queja:
Puede communicarse con su agente.
You may call your Insurance Carrier's toll-free Usted puede Ilamar al numero de telefono gratis de su
telephone number for info�rnation or to make comparifa de seguros para informacion o para someter
a complaint at: una queja al:
1-800-321-2721
You may also write to your Insurance Carrier
2t
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
1�00.321-2721
Usted tambien puede escribir a su compariia
de seguros en:
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
1-781-332-7671
You may contact the Texas Department of
Insurance to obtain inforrnation on
companies, coverages, rights or complaints
at
1-800-252�439
You may write the Texas Department of
Insurance:
P.O. Box 149104, Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.gov
E-mail: ConsumerProtection(a�tdi.texas aov
1-781-332-7671
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1 �500-2523439
Puede escribir al Departamento de Seguros de
Texas:
P.O. Box 149104, Austin, TX 78714
Fax: (512) 490-1007
Web: www.tdi.texas.gov
E-mail: ConsumerProtectionCcr�tdi texas gov
PREMIUM OR CLAIM DISPUTES: Should DISPUTAS SOBRE PRIMAS o RECLAMOS: Si tiene
you have a dispute concerning your premium una disputa concerniente a su prima o a un reclamo, debe
or about a claim you should contact the agent comunicarse con el agente prime�o. Si no se resuelve la
first. If the dispute is not resolved, you may disputa, puede entonces comunicarse con el
contact the Texas Department of Insurance. departamento (TDI).
ATTACH THIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es solo
This notice is for information only and does apara proposito de informacion y no se convierte en parte
not become a part or condition of the attached condicion del documento adjunto.
document.
VCM PHN TX 001 1013
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
SECTION 01 25 00 1
SUBSTITUTION PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for requesting the approval of substitution of a product that is not 6
equivalent to a product which is specified by descriptive or performance criteria or 7
defined by reference to 1 or more of the following: 8
a. Name of manufacturer 9
b. Name of vendor 10
c. Trade name 11
d. Catalog number 12
2. Substitutions are not "or-equals". 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. No 21
separate payment will be allowed for this Item. 22
1.3 REFERENCES [NOT USED] 23
1.4 ADMINISTRATIVE REQUIREMENTS 24
A. Request for Substitution - General 25
1. Within 30 days after award of Contract (unless noted otherwise), the City will 26
consider formal requests from Contractor for substitution of products in place of 27
those specified. 28
2. Certain types of equipment and kinds of material are described in Specifications by 29
means of references to names of manufacturers and vendors, trade names, or catalog 30
numbers. 31
a. When this method of specifying is used, it is not intended to exclude from 32
consideration other products bearing other manufacturer's or vendor's names, 33
trade names, or catalog numbers, provided said products are "or-equals," as 34
determined by City. 35
3. Other types of equipment and kinds of material may be acceptable substitutions 36
under the following conditions: 37
a. Or-equals are unavailable due to strike, discontinued production of products 38
meeting specified requirements, or other factors beyond control of Contractor; 39
or, 40
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City. 1
1.5 SUBMITTALS 2
A. See Request for Substitution Form (attached) 3
B. Procedure for Requesting Substitution 4
1. Substitution shall be considered only: 5
a. After award of Contract 6
b. Under the conditions stated herein 7
2. Submit 3 copies of each written request for substitution, including: 8
a. Documentation 9
1) Complete data substantiating compliance of proposed substitution with 10
Contract Documents 11
2) Data relating to changes in construction schedule, when a reduction is 12
proposed 13
3) Data relating to changes in cost 14
b. For products 15
1) Product identification 16
a) Manufacturer's name 17
b) Telephone number and representative contact name 18
c) Specification Section or Drawing reference of originally specified 19
product, including discrete name or tag number assigned to original 20
product in the Contract Documents 21
2) Manufacturer's literature clearly marked to show compliance of proposed 22
product with Contract Documents 23
3) Itemized comparison of original and proposed product addressing product 24
characteristics including, but not necessarily limited to: 25
a) Size 26
b) Composition or materials of construction 27
c) Weight 28
d) Electrical or mechanical requirements 29
4) Product experience 30
a) Location of past projects utilizing product 31
b) Name and telephone number of persons associated with referenced 32
projects knowledgeable concerning proposed product 33
c) Available field data and reports associated with proposed product 34
5) Samples 35
a) Provide at request of City. 36
b) Samples become the property of the City. 37
c. For construction methods: 38
1) Detailed description of proposed method 39
2) Illustration drawings 40
C. Approval or Rejection 41
1. Written approval or rejection of substitution given by the City 42
2. City reserves the right to require proposed product to comply with color and pattern 43
of specified product if necessary to secure design intent. 44
3. In the event the substitution is approved, if a reduction in cost or time results, it will 45
be documented by Change Order. 46
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
4. Substitution will be rejected if: 1
a. Submittal is not through the Contractor with his stamp of approval 2
b. Request is not made in accordance with this Specification Section 3
c. In the Developer’s opinion, acceptance will require substantial revision of the 4
original design 5
d. In the City’s or Developer’s opinion, substitution will not perform adequately 6
the function consistent with the design intent 7
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8
1.7 CLOSEOUT SUBMITTALS [NOT USED] 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. In making request for substitution or in using an approved product, the Contractor 12
represents that the Contractor: 13
1. Has investigated proposed product, and has determined that it is adequate or 14
superior in all respects to that specified, and that it will perform function for which it 15
is intended 16
2. Will provide same guarantee for substitute item as for product specified 17
3. Will coordinate installation of accepted substitution into Work, to include building 18
modifications if necessary, making such changes as may be required for Work to be 19
complete in all respects 20
4. Waives all claims for additional costs related to substitution which subsequently 21
arise 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
Revision Log
DATE NAME SUMMARY OF CHANGE
29
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August 30, 2013
EXHIBIT A 1
REQUEST FOR SUBSTITUTION FORM: 2
3
TO: 4
PROJECT: DATE: 5
We hereby submit for your consideration the following product instead of the specified item for 6
the above project: 7
SECTION PARAGRAPH SPECIFIED ITEM 8
9
Proposed Substitution: 10
Reason for Substitution: 11
Include complete information on changes to Drawings and/or Specifications which proposed 12
substitution will require for its proper installation. 13
14
Fill in Blanks Below: 15
A. Will the undersigned contractor pay for changes to the building design, including engineering 16
and detailing costs caused by the requested substitution? 17
18
19
B. What effect does substitution have on other trades? 20
21
22
C. Differences between proposed substitution and specified item? 23
24
25
D. Differences in product cost or product delivery time? 26
27
28
E. Manufacturer's guarantees of the proposed and specified items are: 29
30
Equal Better (explain on attachment) 31
The undersigned states that the function, appearance and quality are equivalent or superior to the 32
specified item. 33
Submitted By: For Use by City 34
35
Signature Recommended Recommended 36
as noted 37
38
Firm Not recommended Received late 39
Address By 40
Date 41
Date Remarks 42
Telephone 43
44
For Use by City: 45
46
Approved Rejected 47
City Date 48
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
B. Deviations from this City of Fort Worth Standard Specification 18
1. None. 19
C. Related Specification Sections include, but are not necessarily limited to: 20
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21
2. Division 1 – General Requirements 22
3. Section 33 12 25 – Connection to Existing Water Mains 23
24
1.2 REFERENCES 25
A. Reference Standards 26
1. Reference standards cited in this Specification refer to the current reference 27
standard published at the time of the latest revision date logged at the end of this 28
Specification, unless a date is specifically cited. 29
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 30
High Voltage Overhead Lines. 31
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32
Specification 33
1.3 ADMINISTRATIVE REQUIREMENTS 34
A. Coordination with the Texas Department of Transportation 35
1. When work in the right-of-way which is under the jurisdiction of the Texas 36
Department of Transportation (TxDOT): 37
a. Notify the Texas Department of Transportation prior to commencing any work 38
therein in accordance with the provisions of the permit 39
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
b. All work performed in the TxDOT right-of-way shall be performed in 1
compliance with and subject to approval from the Texas Department of 2
Transportation 3
B. Work near High Voltage Lines 4
1. Regulatory Requirements 5
a. All Work near High Voltage Lines (more than 600 volts measured between 6
conductors or between a conductor and the ground) shall be in accordance with 7
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8
2. Warning sign 9
a. Provide sign of sufficient size meeting all OSHA requirements. 10
3. Equipment operating within 10 feet of high voltage lines will require the following 11
safety features 12
a. Insulating cage-type of guard about the boom or arm 13
b. Insulator links on the lift hook connections for back hoes or dippers 14
c. Equipment must meet the safety requirements as set forth by OSHA and the 15
safety requirements of the owner of the high voltage lines 16
4. Work within 6 feet of high voltage electric lines 17
a. Notification shall be given to: 18
1) The power company (example: ONCOR) 19
a) Maintain an accurate log of all such calls to power company and record 20
action taken in each case. 21
b. Coordination with power company 22
1) After notification coordinate with the power company to: 23
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24
lower the lines 25
c. No personnel may work within 6 feet of a high voltage line before the above 26
requirements have been met. 27
C. Confined Space Entry Program 28
1. Provide and follow approved Confined Space Entry Program in accordance with 29
OSHA requirements. 30
2. Confined Spaces include: 31
a. Manholes 32
b. All other confined spaces in accordance with OSHA’s Permit Required for 33
Confined Spaces 34
D. Use of Explosives, Drop Weight, Etc. 35
1. When Contract Documents permit on the project the following will apply: 36
a. Public Notification 37
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38
prior to commencing. 39
2) Minimum 24 hour public notification in accordance with Section 01 31 13 40
E. Water Department Coordination 41
1. During the construction of this project, it will be necessary to deactivate, for a 42
period of time, existing lines. The Contractor shall be required to coordinate with 43
the Water Department to determine the best times for deactivating and activating 44
those lines. 45
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing 1
City water line system with the City’s representative. 2
a. Coordination shall be in accordance with Section 33 12 25. 3
b. If needed, obtain a hydrant water meter from the Water Department for use 4
during the life of named project. 5
c. In the event that a water valve on an existing live system be turned off and on 6
to accommodate the construction of the project is required, coordinate this 7
activity through the appropriate City representative. 8
1) Do not operate water line valves of existing water system. 9
a) Failure to comply will render the Contractor in violation of Texas Penal 10
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11
will be prosecuted to the full extent of the law. 12
b) In addition, the Contractor will assume all liabilities and 13
responsibilities as a result of these actions. 14
F. Public Notification Prior to Beginning Construction 15
1. Prior to beginning construction on any block in the project, on a block by block 16
basis, prepare and deliver a notice or flyer of the pending construction to the front 17
door of each residence or business that will be impacted by construction. The notice 18
shall be prepared as follows: 19
a. Post notice or flyer 7 days prior to beginning any construction activity on each 20
block in the project area. 21
1) Prepare flyer on the Contractor’s letterhead and include the following 22
information: 23
a) Name of Project 24
b) City Project No (CPN) 25
c) Scope of Project (i.e. type of construction activity) 26
d) Actual construction duration within the block 27
e) Name of the contractor’s foreman and phone number 28
f) Name of the City’s inspector and phone number 29
g) City’s after-hours phone number 30
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31
A. 32
3) Submit schedule showing the construction start and finish time for each 33
block of the project to the inspector. 34
4) Deliver flyer to the City Inspector for review prior to distribution. 35
b. No construction will be allowed to begin on any block until the flyer is 36
delivered to all residents of the block. 37
G. Public Notification of Temporary Water Service Interruption during Construction 38
1. In the event it becomes necessary to temporarily shut down water service to 39
residents or businesses during construction, prepare and deliver a notice or flyer of 40
the pending interruption to the front door of each affected resident. 41
2. Prepared notice as follows: 42
a. The notification or flyer shall be posted 24 hours prior to the temporary 43
interruption. 44
b. Prepare flyer on the contractor’s letterhead and include the following 45
information: 46
1) Name of the project 47
2) City Project Number 48
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
3) Date of the interruption of service 1
4) Period the interruption will take place 2
5) Name of the contractor’s foreman and phone number 3
6) Name of the City’s inspector and phone number 4
c. A sample of the temporary water service interruption notification is attached as 5
Exhibit B. 6
d. Deliver a copy of the temporary interruption notification to the City inspector 7
for review prior to being distributed. 8
e. No interruption of water service can occur until the flyer has been delivered to 9
all affected residents and businesses. 10
f. Electronic versions of the sample flyers can be obtained from the Project 11
Construction Inspector. 12
H. Coordination with United States Army Corps of Engineers (USACE) 13
1. At locations in the Project where construction activities occur in areas where 14
USACE permits are required, meet all requirements set forth in each designated 15
permit. 16
I. Coordination within Railroad Permit Areas 17
1. At locations in the project where construction activities occur in areas where 18
railroad permits are required, meet all requirements set forth in each designated 19
railroad permit. This includes, but is not limited to, provisions for: 20
a. Flagmen 21
b. Inspectors 22
c. Safety training 23
d. Additional insurance 24
e. Insurance certificates 25
f. Other employees required to protect the right-of-way and property of the 26
Railroad Company from damage arising out of and/or from the construction of 27
the project. Proper utility clearance procedures shall be used in accordance 28
with the permit guidelines. 29
2. Obtain any supplemental information needed to comply with the railroad’s 30
requirements. 31
J. Dust Control 32
1. Use acceptable measures to control dust at the Site. 33
a. If water is used to control dust, capture and properly dispose of waste water. 34
b. If wet saw cutting is performed, capture and properly dispose of slurry. 35
K. Employee Parking 36
1. Provide parking for employees at locations approved by the City. 37
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH Ventana Phase 3B
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102633
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
Ventana Phase 3B
CPN 102633Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
Ventana Phase 3B
CPN 102633Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City’s Project Representative.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor’s Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 ½ inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer’s printed data, or neatly typewritten
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
Ventana Phase 3B
CPN 102633
Ventana Phase 5A
CPN 102574
Ventana Offsite Waterline
CPN 103232
GC-4.02 Subsurface and Physical Conditions
Page 1 of 1
Ventana Phase 5A
CPN 102574
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
Ventana Offsite Waterline
CPN 103232
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GEOTECHNICAL EXPLORATION
VENTANA LIFT STATION
South of Jerry Dunn Parkway
Fort Worth, Texas
ALPHA Report No. W 190154
February 27, 2019
Prepared for:
PB VENTANA I, LLC
4001 Maple Avenue, Suite 600
Dallas, Texas 75219
Attention; Mr. Taylor Baird
Prepared By:
ALPNA ��,TESTING
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WHERE IT ALL BEGIN8
ALPNA �,
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WHERE IT ALL BEGINB
February 27, 2019
PB Ventana I, LLC
4001 Maple Avenue, Suite 600
Dallas, Texas 75219
Attention: Mr. Taylor Baird
Geotechnical
Constrrrction Mnterials
En vironni entttl
TBPE Firm No. 813
Re: Geotechnical Exploration
Ventana Lift Station
South of Jerry Dunn Parkway
Fort Worth, Texas
ALPHA Report No. W 190154
February 27, 2019
Attached is the report of the geotechnical exploration performed for the project referenced above.
This study was authorized by Mr. Taylor Baird on January 18, 2019 and performed in accordance
with ALPHA Proposal No. 66070-Rev2 dated January 18, 2019.
This report contains results of field explorations and laboratory testing and an engineering
interpretation of these with respect to available project characteristics. The results and analyses
were used to develop geotechnical recommendations to aid design and construction of a proposed
lift station and force main.
ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be
of further assistance, such as providing materials testing services during construction, please
contact our office.
Sincerely,
ALPHA TESTING, INC.
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Oleg Novitchkov, E.I.T.
Geotechnical Project Manager
5058 Brush Creek Road Tel.• 817-496-5600
Foi�t Worth, Texas 76119 Fax: 817-496-5608
x�ww.alphatesting.com
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Brian J. Hoyt, P.E.
Geotechnical Department Manager
ON/BJH/on
Copies: (1-PDF) Client
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TABLE OF CONTENTS
ALPHA REPORT NO. W190154
1.0 PURPOSE AND SCOPE .................................................................................................... 1
2.0 PROJECT CHARACTERISTICS ...................................................................................... 1
3.0 FIELD EXPLORATION .................................................................................................... 2
4.0 LABORATORY TESTS .................................................................................................... 2
5.0 GENERAL SUBSURFACE CONDITIONS ...................................................................... 2
6.0 DESIGN Recommendations ............................................................................................... 3
6.1 Mat Foundations — Wet Well and Valve Vault ....................................................... 3
6.2 Mat Foundations — At Grade Slabs/Equipment Pads .............................................. 5
6.3 Wet Well and Valve Vault Excavations ................................................................. 5
6.4 Lateral Earth Pressures ........................................................................................... 5
6.5 Seismic Considerations ........................................................................................... 6
6.6 Drainage and Other Considerations ........................................................................ 6
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 7
7.1 Site Preparation and Grading .................................................................................. 7
7.2 Foundation Excavations .......................................................................................... 9
7.3 Fill Compaction ...................................................................................................... 9
7.4 Utilities ..................................................................................................................10
7.5 Groundwater ......................................................................................................... 11
8.0 LIMITATIONS .................................................................................................................12
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan — Figure 1
B-1 Methods of Laboratory Testing
Swell Test Results — Figure 2
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W 190154
1.0 PURPOSE AND SCOPE
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The purpose of this geotechnical exploration is for ALPHA TESTING, INC. ("ALPHA") to
evaluate for the "Client" some of the physical and engineering properties of subsurface materials
at selected locations on the subject site with respect to formulation of geotechnical design
parameters for the subject construction. The field exploration was accomplished by securing
subsurface samples from widely spaced test borings performed across the project site. Engineering
analyses were performed from results of the field exploration and laboratory tests performed 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.
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
2.0 PROJECT CHARACTERISTICS
It is proposed to construct a lift station for the Ventana subdivision development. The new lift
station will connect to about 8,000 linear ft of new force main and will consist of a vault valve and
wet well located about 1,000 ft southwest of the intersection of Green Links Drive and Whitestone
Ranch Road in Fort Worth, Texas. A site plan illustrating the subject site is provided as Figure 1
the Boring Location Plan, in the Appendix.
At the time the field exploration was performed, the planned force main alignment (Borings 1, 2
and 3) consisted of an undeveloped strip of land, adjacent to recently developed subdivision areas,
with some scattered trees and shrubs. The planned lift station area (Borings 4 and 5) generally
consisted of undeveloped land with some scattered trees. Review of topographical maps available
from www.dfwmaps.com indicate the ground surface in the lift station area slopes down to the
south about 4 ft(approximate elevation 762 ft to 758 ft). Information regarding previous
development or earthwork on the site was not provided to us.
Grading plans were not provided for our study. For the purpose of our analysis, we have assumed
maximum cuts and fills of 2 ft will be required to achieve final grades. Based on our conversations
with LJA Engineering (the project Civil Engineer) we understand the wet well may extend to a
depth of about 24 ft below final grade. The planned depth of the valve vault was not yet
determined. For the purpose of our analysis, we have assumed the valve vault will bear at a depth
of about 4 ft to 6 ft below final grade.
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3.0 FIELD EXPLORATION
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Subsurface conditions at the site were explored by drilling three (3) test borings (Borings 1, 2, and
3) to a depth of about 20 ft for the force main and two (2) test borings (Borings 4 and 5) for the lift
station to a depth of about 40 ft. The test borings were drilled in general accordance with ASTM
D 420 using standard rotary drilling equipment. The approximate location of each test boring is
shown on the Boring Location Plan, Figure 1, enclosed in the Appendix. Details of drilling and
sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the
Appendix.
Subsurface types encountered during the field exploration are presented on the Log of Boring
sheets (boring logs) included in the Appendix. The 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.
4.0 LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for foundation design and
earthwork construction. A brief description of testing procedures used in the laboratory can be
found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are
presented on Log of Boring sheets or summary data sheets enclosed in the Appendix.
5.0 GENERAL SUBSURFACE CONDITIONS
Based on geological maps available from the Bureau of Economic Geology, published by The
University of Texas at Austin, the force main traverses three (3) geological formations; the
Kiamichi formation, the Duck Creek Limestone formation, and the undivided Goodland Limestone
and Walnut Clay formation. The lift station is situated near a mapped interface of the undivided
Goodland Limestone and Walnut Clay formation and the Kiamichi formation. These formations
are typically associated with alternating layers of marl (limey shale) and limestone with clayey
overburden soils. The residual clayey overburden soils associated with these formations are
characterized by moderate to high shrink/swell characteristics. Subsurface conditions at
geological interfaces can be highly variable.
Subsurface conditions encountered in Boring 1 generally consisted of sandy clay and clay in the
upper 8 ft underlain by limestone extending to the 20 ft termination depth of the boring. Subsurface
conditions encountered in Boring 2 generally consisted of limestone extending to the 20 ft
termination depth of the boring. Subsurface conditions encountered in Boring 3 generally
consisted of clay in the upper 2 ft underlain by limestone to a depth of about 6 ft. Clay and shaly
clay soils were then encountered and extended to the 20 ft termination depth of the boring.
Subsurface conditions encountered in Barings 4 and 5 generally consisted of clay in the upper 6 ft
and 8 ft, respectively, underlain by clayey gravel to a depth of about 13 ft. Limestone was then
encountered and extended to the 40 ft baring termination depth. The upper 2 ft of sandy clay
encountered in Boring 1 was visually classified as fill material. More detailed stratigaphic
information is presented on the attached Log of Boring sheets.
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The granular materials (clayey gravel) encountered in Borings 4 and 5 are considered relatively
permeable and are anticipated to have a relatively rapid response to water movement. However,
the clay, sandy clay, shaly clay and limestone encountered in the borings are generally considered
relatively impermeable and are anticipated 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 subj ect 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 in fill and granular soils, from natural fractures within the clayey matrix, at
the soiUrock (limestone) interface, and from fractures in 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 Log of Boring sheets.
6.0 DESIGN RECOMMENDATIONS
The following design recommendations were developed on the basis of the previously described
Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the
project criteria change, our office should conduct a review to determine if modifications to the
recommendations are required. Further, it is recommended our office be provided with a copy of
the final construction plans and specifications for review prior to construction.
The following design criteria were developed based on our assumption that maximum cuts and
fills of 2 ft will be required to grade the site. Cutting and filling on the site mare than 2 ft can alter
the recommended foundation design parameters. Therefore, it is recommended our office be
contacted before performing other cutting and filling on site to verify appropriate design
parameters are utilized for final foundation design.
As discussed in Section 5.0, the upper 2 ft of sandy clay encountered in Boring 1 was visually
classified as fill material. It is not known if this fill was placed under engineering supervision with
compaction records. If compaction records for this fill cannot be obtained, the existing fill should
be considered uncontrolled fill. Our office should be contacted for further evaluation if structures
other than the force main are planned in this area.
61 Mat Foundations — Wet Well and Valve Vault
The bottom slabs for the proposed wet well and valve vault will act as mat foundations. Based on
current project information, the depth of excavation of the wet well will be about 24 ft below final
grade. The depth of the valve vault was yet determined. We have assumed the valve vault will
bear at a depth of about 4 ft to 6 ft below final grade.
Limestone was encountered below a depth of about 13 ft from the ground surface in Borings 4 and
5 and is expected to be encountered at the 24 ft deep foundation bearing level for the wet well.
Assuming a bearing depth of 4 ft to 6 ft below final grade, the valve vault will bear on clay soils.
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The mat foundation for the wet well or vault valve bearing in limestone can be proportioned using
an allowable bearing pressure of 12 ksf. The mat foundation for the vault valve bearing on clay
can be proportioned using an allowable bearing pressure of 2 ksf.
Due to the depth of the wet well and valve vault below final grade and the assumed lack of
perimeter drainage, these structures and foundations should be designed for full buoyancy. The
buoyant forces will be resisted primarily by the weight of the structures. The structure walls, the
mat foundations, and the connection between these components should be structurally sufficient
to resist upward forces and bending moments induced by the hydrostatic pressure.
Frictional forces between the concrete walls and the adjacent soils should be neglected for the top
8 ft of clayey soils due to the zone of natural moisture variation. As such, the only resistance to
potential uplift forces in this zone will be the self-weight of the concrete. An allowable friction
value of 200 psf may be used below a depth of 8 feet along the walls, assuming competent
surrounding soils and proper contact of these soils. The concrete thickness may be increased to
increase dead load and/or the slab can be extended at the base to provide a lip or other measures
considered to provide the required uplift resistance. As an alternative, rock anchors installed
vertically beneath the slab may be considered to provide the required uplift resistance. If desired,
our office should be contacted for additional design information. We recommend using a buoyant
unit weight of 90 pcf for the concrete and 60 pcf for the soil to compute uplift resistance.
During construction of the wet well and valve vault, care should be taken to keep the excavations
free of water to prevent movement of the wet well. In addition, backfill around the walls should
be placed as soon as practical.
Post construction seasonal movements of the wet well foundation bearing on limestone at a depth
of 24 ft below final grade are estimated to be negligible. However, the valve vault bearing at a
depth of 4 ft to 6 ft below final grade could experience post construction seasonal movements of
about 2 inches. Movement estimation techniques are discussed in more detail in Section 6.2.
Differential movements between the valve vault and wet well could be up to 2 inches. Differential
movements could be reduced to about 1 inch by placing at least 4 ft of non-expansive fill below
the valve vault. Non-expansive fill could consist of select fill, flexible base material or onsite
processed rock as discussed in Section 7.3. Flexible connections may be required between the wet
well and valve vault to accommodate the differential movements between these structures. Careful
field inspection of the mat excavations will contribute substantially to reducing foundation
movements.
ALPHA should observe and test the mat foundation subgrade soils during foundation construction
to locate unsuitable materials that could be encountered in excavations for the mat and to verify
conditions are as anticipated in this report. Unsuitable materials encountered at the foundation
bearing level should be removed and replaced with lean concrete (at least 200 psi strength at 28
days). A lean concrete mud slab should be placed in the base of the foundation excavation to
prevent deterioration of the foundation bearing surface and provide a firm base for workers
constructing the foundation. A mud slab could consist of a lean concrete mixture (about 2,000 psi
strength at 28 days) with a thickness of about 3 to 5 inches.
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6.2 Mat Foundations — At Grade Slabs/Equipment Pads
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At-grade mat foundations supporting ancillary equipment, constructed within 2 ft of existing
grade, can be proportioned using a net allowable bearing pressure of 2 ks£ This bearing pressure
is based on foundations bearing on undisturbed cuts in native clay or on fill material placed as
recommended in Section 7.3.
Mat foundations constructed within 2 ft of existing grade will be subject to potential movements
of about 4'/z inches. Flexible connections may be required to accommodate the potential
movements.
Potential movements were estimated in general accordance with methods outlined by Texas
Department of Transportation (TxDOT) Test Method Tex-124-E, from results of swell tests, and
engineering judgment and experience. Estimated movements were calculated assuming the
moisture content of the in-situ soil within the normal zone of seasonal moisture content change
varies between a"dry" condition and a"wet" condition as defined by Tex-124-E. Also, it was
assumed a 1 psi surcharge load from the slabs acts on the subgrade soils. Movements exceeding
our estimates could occur if positive drainage of surface water is not maintained or if soils are
subject to an outside water source, such as leakage from a utility line or subsurface moisture
migration from off-site locations.
6.3 Wet Well and Valve Vault Excavations
From our experience, excavation methods for the wet well and valve vault could include (but are
not limited to) open cuts, braced cuts, or the caisson method. All excavations should be sloped,
shored, or shielded in accordance with Occupational Safety and Health Administration (OSHA)
requirements and should be designed/engineered by a firm specializing in this type of work.
If the caisson method of excavation/construction is used, any annular space outside the wall of the
caisson should be grouted as soon as possible.
The excavation side slopes and bottom should be observed and monitored regularly during
excavation and during construction for indications of instability. Monitoring could include the use
of suroey points, inclinometers, and/ar other forms of instrumentation. If excavation sidewall
and/or bottom instability is encountered during construction, immediate steps should be taken to
protect life and health, stop potential ground movements, evaluate the reason far the instability,
and prevent damage to nearby structures (if any). The risk of foundation excavation instability
should be considered in the contractor's excavation plan.
6.4 Lateral Earth Pressures
It is eXpected that a mix of on-site clayey soils and processed limestone will be used as backfill
against the wet well and valve vault walls, and it is anticipated that drainage of the backf`ill
materials will not be provided. Below-grade walls for the wet well and valve vault should be
designed to resist combined at-rest lateral earth pressure and hydrostatic pressure. For such
materials and conditions, we recommend a combined at-rest lateral earth pressure and hydrostatic
pressure of 110 psf per foot of depth. This lateral pressure is based on a final ground surface slope
behind the wall of not steeper than 1 vertical to 5 horizontal. Wall backfill should be compacted
as described in Section 7.3.
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Settlement of backfill behind the walls should be anticipated. Even if the backfill is properly
compacted as recommended in Section 7.3, the fill is still subject to settlement due to its own self-
weight over time. Our experience with similar soils indicates the magnitude of this settlement
could be about 1 to 2 percent of the total fill thickness. This settlement should be considered when
designing pavements, flatwork and piping within the backfill zone around the lift station.
The combined lateral earth pressure and hydrostatic pressure presented herein does not include the
effects of vertical surcharge loads at the ground surface adjacent to the lift station. Surcharge loads
should be multiplied by an at-rest earth pressure coefficient of 0.8 and applied as a uniform lateral
pressure over the full depth of the wall.
Lightweight, hand-controlled vibrating plate compactors are recommended for compaction of
backfill adjacent to walls to reduce the possibility of increases in lateral pressures due to over-
compaction. Heavy compaction equipment should not be operated near the walls. Also,
compaction of backfill soils behind walls should not exceed 100 percent standard Proctor
maximum dry density (ASTM D 698) to further limit lateral earth pressures against walls.
6.5 Seismic Considerations
The Site Class for seismic design is based on several factors that include soil profile (soil or rock),
shear wave velocity, and strength, averaged over a depth of 100 ft. Since our borings did not
extend to 100-foot depth, we based our determinations on the assumption that the subsurface
materials below the bottom of the borings were similar to those encountered at the termination
depth of the borings. Based on Section 1613.3.2 of the 2012 International Building Code and
Table 20.3-1 in the 2010 ASCE-7, we recommend using Site Class C(dense soil and soft rock) for
seismic design at this site.
6.6 Draina�e and Other Considerations
Adequate drainage should be provided to reduce seasonal variations in the moisture content of
foundation soils. All pavement and sidewalks within 10 ft of the structures should be sloped away
from the structures to prevent ponding of water around the foundation. Final grades within 10 ft
of the structures should be adjusted to slope away from the structures at a minimum slope of 2
percent. Maintaining positive surface drainage throughout the life of the structures is
essential.
In areas with pavement or sidewalks adjacent to the new structures, a positive seal must be
maintained between the structure and the pavement or sidewalk to minimize seepage of water into
the underlying supporting soils. Post-construction movement of pavement and flat-work is
common. Normal maintenance should include eXamination of all joints in paving and sidewalks,
etc. as well as re-sealing where necessary.
Several factors relate to civil and architectural design and/or maintenance, which can significantly
affect future movements of the foundations:
• Preferably, a complete system of gutters and downspouts should carry runoff water a
minimum of 10 feet from the completed structures.
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• Large trees and shrubs should not be allowed closer to the foundation than a horizontal
distance equal to roughly one-half of their mature height due to their significant moisture
demand upon maturing.
• Moisture conditions should be maintained "constant" around the edge of the slab. Ponding
of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause
slab movements beyond those predicted in this report.
• The root systems from any existing trees at this site will have dried and desiccated the
surrounding clay soils, resulting in soil with near-maximum swell potential. Clay soils
surrounding tree root mats within areas to be covered with grade slabs (including but not
limited to pavement, flatwork and equipment pads) should be removed to a depth of at least
1 ft below the root ball and compacted in-place with moisture and density control as
described in Section 7.3.
Trench backfill for utilities should be properly placed and compacted as outlined in Section 7. and
in accordance with requirements of local City standards. Since granular bedding backfill is used
for most utility lines, the backf'illed trench should not become a conduit and allow access for
surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay
plugs should be provided where utility lines cross building lines to prevent water from traveling in
the trench backfill and entering beneath the structures.
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to observe
construction procedures and materials.
Some construction problems, particularly degree or magnitude, cannot be anticipated until the
course of construction. The recommendations 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.
7.1 Site Preparation and Gradin�
Existing fill was encountered to a depth of about 2 ft below the ground surface in Boring 1.
Although not encountered in the boring, organics, boulders, rubble, and other debris could be
encountered during foundation excavation and other general excavation. The earthwork and
excavation contracts should contain provision for removal of unsuitable materials in the existing
fi1L Test pits could be performed prior to construction to assess the lateral extent, depth, and nature
of the existing fill.
Limestone was encountered at the surface of Boring 2 and was also encountered at d depth of about
2 ft below existing grade in Boring 3. We expect limestone will be encountered during general
excavation in some areas of the site and during the eXcavation of the wet well and valve vault.
From our experience, this limestone can be hard and may be difficult to excavate. Rock excavation
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methods (including, but not limited to rock teeth, rippers, jack hammers, ar 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 foundations, flatwork 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 20 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 Section 7.3.
• 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 Section 7.3.
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 Section 7.3, 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 placing deep fills.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
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 far 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 speciiied in local, state and/or federal safety regulations, such as OSHA
Health and Safety Standard far 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
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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 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.
7.2 Foundation Excavations
All foundation excavations should be monitored to verify foundations bear on suitable material.
The bearing stratum exposed in the base of all foundation excavations should be protected against
any detrimental change in conditions. Surface runoff water should be drained away from
excavations and not allowed to collect. All concrete for foundations should be placed as soon as
practical after the excavation is made.
Prolonged exposure of the bearing surface to air or water will result in changes in strength and
compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly
deepened and cleaned, in order to provide a fresh bearing surface.
7.3 Fill Compaction
Select fill used as non-expansive material should have a liquid limit less than 35, a plasticity
index (PI) not less than about 4 nor greater than 15 and contain no more than 0.5 percent fibrous
organic materials, by weight. All select material should contain no deleterious material and should
be compacted to a dry density of at least 95 percent 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. The plasticity index and liquid limit of material used as select non-
expansive material should be routinely verified during placement using laboratory tests. Visual
observation and classification should not be relied upon to confirm the material to be used as select,
non-expansive material satisfies the above Atterberg-limit criteria.
Flexible base used as non-expansive material should consist of material meeting the
requirements of TxDOT Standard Specifications Item 247, Type A, B, C, or D, Grade 1, 2 or 3.
The flexible base should be compacted to at least 95 percent of standard Proctor maximum dry
density (ASTM D 698) and within the range of 2 percentage points below to 2 percentage points
above the material's optimum moisture content.
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 slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches.
Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids
around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4
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sieve is recommended. Processed limestone used as non-expansive fill should have a plasticity
index of 15 or less.
Clay and gravelly clay soils 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 5 percentage points above optimum.
Clay and gravelly clay soils with a plasticity index below 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 material used as fill should be processed such that the largest particle or clod is less than 6
inches prior to compaction.
In cases where either mass fills are more than 10 ft deep, 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
filUbackfill 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 specified minimum dry density. Field density and moisture
content tests should be performed on each lift.
In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or
steeper and greater than 5 ft in height, field density and moisture content tests should be performed
on each lift.
7.4 Utilities
In cases where utility lines are more than 10 ft deep, 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
filUbackfill 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
backfilled.
Even if fill is properly compacted, 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
designing utility lines under pavements and/or other a�eas 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.
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7.5 Groundwater
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Groundwater was not encountered in the borings. However, from our experience, shallow
groundwater could be encountered during general excavation and grading at this site. The risk of
encountering seepage is increased during or after periods of precipitation. Standard sump pit and
pumping procedures should be adequate to control seepage on a local basis for relatively shallow
excavations.
Where groundwater is encountered in granular soils, sump pits may not be adequate to control
seepage and supplemental dewatering measures may be necessary to control groundwater seepage.
Supplemental dewatering measures include (but are not limited to) submersible pumps in slotted
casings and well points.
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 de-watering devices should be carefully addressed during construction. Our
office could be contacted to visually observe the final grades to evaluate the need for such drains.
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8.0 LIMITATIONS
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Professional services provided in this geotechnical exploration were performed, findings 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 these
services.
ALPHA 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 in Section 2.0. 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 report
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 is not responsible for damages resulting from
workmanship of designers or contractors. 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.
12
ALPHA Report No. W 190154
A-1 METHODS OF FIELD EXPLORATION
�
�
�
Using standard rotary drilling equipment, a total of five (5) test borings were performed for this
geotechnical exploration at the approximate locations shown on the Boring Location Plan, Figure
1. The locations for Barings 1, 2, and 3 were staked by using a handheld GPS device or by
pacing/taping and estimating right angles from landmarks which could be identified in the field
and as shown on the site plan provided during this study. Locations for Borings 4 and 5 were
surveyed and staked by the civil engineer (LJA Engineering). The locations of the test borings
shown on the Boring Location Plan are considered approximate and the placement of borings in
the field were accurate only to the degree implied by the methods used to define them.
Relatively undisturbed samples of the cohesive subsurface materials were obtained by
hydraulically pressing 3-inch O.D. thin-wall sampling tubes into the underlying soils at selected
depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and
evaluated visually. One representative portion of each sample was sealed in a plastic bag for use
in future visual evaluation and possible testing in the laboratory.
Some soil samples were obtained using split-spoon sampling procedures in accordance with
ASTM Standard D 1586. Disturbed samples were obtained at selected depths in the borings by
driving a standard 2-inch O.D. split-spoon sampler 18 inches into the subsurface material using a
140-pound hammer falling 30 inches. The number of blows required to drive the split-spoon
sampler the final 12 inches of penetration (N-value) is recorded in the appropriate column on the
Log of Boring sheets.
The Texas Cone Penetration (TCP) test was used to assess the apparent in-place strength
characteristics of the rock type materials. The TCP test consists of a 3-inch diameter steel cone
driven by a 170-pound hammer dropped 24 inches (340 ft-pounds of energy) and is the basis for
TxDOT strength correlations. ALPHA has modified this procedure by using a 140-pound hammer
dropping 30-inches (350 ft-pounds of energy). Depending on the resistance (strength) of the
materials, either the number of blows of the hammer required to provide 12 inches of penetration,
or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field
logs and are shown on the Log of Boring sheets as "TX Cone" (reference: TxDOT Test Method
TEX 132-E).
Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface
strata encountered using the Unified Soil Classification System. Sampling information, pertinent
field data, and field observations are also included. Samples not consumed by testing will be
retained in our labaratory for at least 14 days and then discarded unless the Client requests
otherwise.
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DETAIL A
GEOTECHN[CAL EXPLORATION L
VENTANA LIFT STATION A� P N A,/�►� T E S T I N� 1 APPROXIMATE BORING LOCATION
SOUTH OF JERRY DUNN PARKWAY - DETAIL A
FORT WORTH, TEXAS U,' H€ A E I T A L L B E� I N�
ALPHA PROJECT NO. W 190154
FIGURE 1
BORING LOCATION PLAN
ALPHA Report No. W 190154
B-1 METHODS OF LABORATORY TESTING
�
�
�
Representative samples were evaluated and classified by a qualified member of the Geotechnical
Division and the boring logs were edited as necessary. To aid in classifying the subsurface
materials and to determine the general engineering characteristics, natural moisture content tests
(ASTM D 2216), Atterberg-limit tests (ASTM D 4318), dry unit weight determinations, and
percent material passing sieve No. 200 (ASTM D 422). In addition, unconfined compression tests
(ASTM D 2166) and pocket-penetrometer tests were conducted on selected soil samples to
evaluate the soil shear strength. Results of these laboratory tests are provided on the Log of Boring
sheets.
In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further
analyzed by absorption swell tests. The swell test is performed by placing a selected sample in a
consolidation machine and applying either the approximate current or expected overburden
pressure and then allowing the sample to absorb water. When the sample exhibits very little
tendency for further expansion, the height increase is recorded and the percent free swell and total
moisture gain calculated. Results of the absorption swell tests are provided on the Swell Test Data
sheet, Figure 2 included in this Appendix.
A L P H A/� T E S T I N G S�SH B,-t,S��' �,.eek R�.
� Fa�t Worth, Te,rr�s BQR�NG NQ.: �
76119 Sheet 1 of 1
Phone: 8/7-496-5600
F�: si�-a96-s6os PROJECT NO.: W 190154
W H E R E I T A L L B E G I N S x�nv.alphatestir�g.com
Client: PB Ventana I, LLC Location: Fort Worth, Texas
Project: Ventana Lift Station Surface Elevation:
Start Date: 2/14/2019 End Date: 2/14/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS "
� -o � �`�n, � � � L � � x
� � � On Rods (ft): NONE � z,Q o ;� � u, c� � ,�'� � � � E J �
� � 1 After Drilling (ft): DRY a o C7 �° o E � o� m o �• a ° o � �
fl- fl- �� o� a� � a c� p'-' U � �N ��
o � � After Hours (ft): � � � � o� o � n, a a N
cn �a a? Z� � J a
MATERIAL DESCRIPTION
Brown SANDY CLAY with fine roots - FILL
4.0 21
2.0
Light Brown CLAY with gravel and calcareous
deposits 4.5+ 17 41 19 22
5
4.5+ 17
17
8.0
Tan LIMESTONE with clay seams and layers
� � 100/
0.75"
13.0
Gray LIMESTONE
15 100/
0.5"
20 20.0 100/
0.25"
TEST BORING TERMINATED AT 20 FT
25
30
35
40
A L P H A/� T E S T I N G S�SH B,-t,S��' �,.eek R�.
� Fa�t Worth, Te,rr�s BQR�NG NQ.: 2
76119 Sheet 1 of 1
Phone: 8/7-496-5600
F�: si�-a96-s6os PROJECT NO.: W 190154
W H E R E I T A L L B E G I N S x�nv.alphatestir�g.com
Client: PB Ventana I, LLC Location: Fort Worth, Texas
Project: Ventana Lift Station Surface Elevation:
Start Date: 2/14/2019 End Date: 2/14/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS "
� -o � �`�n, � � � L � � x
� � � On Rods (ft): NONE � z,Q o ;� � u, c� � ,�'� � � � E J �
� � 1 After Drilling (ft): DRY a o C7 �° o E � o� m o �• a ° o � �
fl- fl- �� o� a� � a c� p'-' U � �N ��
o � � After Hours (ft): � � � � o� o � n, a a N
cn �a a? Z� � J a
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
5 100/
2.5"
� � 100/
1.75"
15 100/
0.5"
18.0
Gray LIMESTONE
20 20.0 100/
1.25"
TEST BORING TERMINATED AT 20 FT
25
30
35
40
A L P H A/� T E S T I N G S�SH B,-t,S��' �,.eek R�.
� Fa? Worth, Te,rr�s BQR�NG NQ.: 3
76119 Sheet 1 of 1
Phone: 8/7-496-5600
F�: si�-a96-s6os PROJECT NO.: W 190154
W H E R E I T A L L B E G I N S x�nv.alphatestir�g.com
Client: PB Ventana I, LLC Location: Fort Worth, Texas
Project: Ventana Lift Station Surface Elevation:
Start Date: 2/14/2019 End Date: 2/14/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS "
� -o � �`�n, � � � L � � x
� � � On Rods (ft): NONE � z,Q o ;� � u, c� � ,�'� � � � E J �
� � 1 After Drilling (ft): DRY a o C7 �° o E � o� m o �• a ° o � �
fl- fl- �� o� a� � a c� p'-' U � �N ��
o � � After Hours (ft): � � � � o� o � n, a a N
cn �a a? Z� � J a
MATERIAL DESCRIPTION
Dark Brown CLAY with gravel
18
2.0
Tan LIMESTONE with clay seams and layers 50/ g
6"
5 6
6.0
Tan and Gray SHALY CLAY with large calcareous
deposits 19 42 19 23
8.0
Tan CLAY with limestone seams 50/
10 9.5 2.5��
Light Brown SHALY CLAY with limestone seams
15 4.5+ 15
20 20.0 4.5+ 21
TEST BORING TERMINATED AT 20 FT
25
30
35
40
A L P H A/� T E S T I N G S�SH B,-t,S��' �,.eek R�.
� Fa�t Worth, Te,rr�s BQR�NG NQ.: 4
76119 Sheet 1 of 1
Phone: 8/7-496-5600
F�: si�-a96-s6os PROJECT NO.: W 190154
W H E R E I T A L L B E G I N S x�nv.alphatestir�g.com
Client: PB Ventana I, LLC Location: Fort Worth, Texas
Project: Ventana Lift Station Surface Elevation:
Start Date: 2/13/2019 End Date: 2/13/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS "
� -o � �`�n, � � � L � � x
� � � On Rods (ft): NONE � z,Q o ;� � u, c� � ,�'� � � � E J �
� � 1 After Drilling (ft): DRY a o C7 �° o E � o� m o �• a ° o � �
fl- fl- �� o� a� � a c� p'-' U � �N ��
o � � After Hours (ft): � � � � o� o � n, a a N
cn �a a? Z� � J a
MATERIAL DESCRIPTION
Brown CLAY
3.5 27
3.75 26
5 3.0 2.5 97 26 61 20 41
6.0
Brown CLAYEY GRAVEL
4.5+ 39 10
74
10
0
13.0
Tan LIMESTONE with clay seams and layers
15 100/
0.5"
20 20.0 100/
0.75"
Gray LIMESTONE
25 100/
1"
- with shale seams from 28 ft to 40 ft
30 100/
2.25"
35 100/
0.75"
40 40.0 100/
0.5"
TEST BORING TERMINATED AT 40 FT
A L P H A/� T E S T I N G S�SH B,-t,S��' �,.eek R�.
� Fa�t Worth, Te,rr�s BQR�NG NQ.: rj
76119 Sheet 1 of 1
Phone: 8/7-496-5600
F�: si�-a96-s6os PROJECT NO.: W 190154
W H E R E I T A L L B E G I N S x�nv.alphatestir�g.com
Client: PB Ventana I, LLC Location: Fort Worth, Texas
Project: Ventana Lift Station Surface Elevation:
Start Date: 2/13/2019 End Date: 2/13/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS "
� -o � �`�n, � � � L � � x
� � � On Rods (ft): NONE � z,Q o ;� � u, c� � ,�'� � � � E J �
� � 1 After Drilling (ft): DRY a o C7 �° o E � o� m o �• a ° o � �
fl- fl- �� o� a� � a c� p'-' U � �N ��
o � � After Hours (ft): � � � � o� o � n, a a N
cn �a a? Z� � J a
MATERIAL DESCRIPTION
Dark Brown CLAY
2.5 33
3.0 30
5 3.5 26 69 22 47
6.0
Brown CLAY with gravel
3.5 24 47
8.0
Tan CLAYEY GRAVEL 50/ 42 15
5.5"
10
13.0
Tan LIMESTONE with clay seams and layers
15 100/
0.25"
18.0
Gray LIMESTONE with shale seams
20 100/
0.75"
25 100/
0.5"
30 100/
1.75"
35 100/
0.75"
40 40.0 100/
0.5"
TEST BORING TERMINATED AT 40 FT
ALPHA/�
�
TESTING
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 � (GP), Poorly Graded GRAVEL
�' (GW), Well Graded GRAVEL
� (GC), CLAYEY GRAVEL
� (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 otherwise)
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft�
VERYLOOSE
LOOSE
MEDIUM
DENSE
VERY DENSE
0 TO 4
5 TO 10
11 TO 30
31 TO 50
OVER 50
SHEAR STRENGTH OF COHESIVE SOILS (tsf�
VERY SOFT
SOFT
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 (%�
TRACE
LITTLE
SOME
AND
1 TO 10
11 TO 20
21 TO 35
36 TO 50
PARTICLE SIZE IDENTIFICATION (DIAMETERI
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.OmmT03.0"
2.OmmT05.Omm
0.4mmT05.Omm
0.07mmT00.4mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
GC-00 45 40 Business Equity Specifications
Page 1 of 1
Ventana Offsite Waterline
CPN 103232
GC-00 45 40 BUSINESS EQUITY SPECIFICATIONS
FORT WORTH�
City of Fort Worth
Business Equity Division
Prime Contractor Waiver Form
ATTACHMENT 1 B
Page 1 of 1
PRIME/OFFEROR Check applicable box to describe Prime/
COMPANYNAME: PMB VeI1laC�a DeVelOper SOUIh LLC Offeror'sCerti�cation
� Business Non-Business
PROJECT NAME:
Equity firm � Equity firm
BID DATE
Ventana Offsite 24 Inch Waterline 7/1/2021
City's Business Equity Goal: Offeror's Business Equity Project Commitment: PROJECT NUMBER
8 0�0 12.6 0�o CPN - 103232
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on
this form must be completed and provide a detailed explanation. If the answer to either question is NO, then you
must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes.
Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00
p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in
the bid being considered non-responsive to bid specifications. Exception: CFA, ICA, and CDBG projects,
documents will be submitted to the City Project Manager if publicly bid or to the Developer if privately bid.
Will you perform this entire contract without subcontractors? � YES
If yes, please provide a detailed explanation that proves based on the size and scope of this � NO
project, this is your normal business practice and provide an operational profile of your business.
Will you perform this entire contract without suppliers? ❑ YES
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business. � NO
The Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate
information regarding actual work performed by all subcontractors, including Business Equity firms on this contract,
the payment thereof and any proposed changes to the original Business Equity firm arrangements submitted with
this bid. The Prime/Offeror also agrees to allow an audit and/or examination of any books, records and files held
by their company that will substantiate the actual work performed by the Business Equity firms on this contract,
by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will
be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years
and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with
this ordinance creates a material breach of contract and may result in a determination of an irresponsible Prime/
Offeror and barred from participating in City work for a period of time not less than one (1) year.
Kelby Golden Datleal 02g0802Y1539y 4�05'00'
Authorized Signature
Vice President
Kelby Golden
Printed Signature
Title
PMB Ventana Developer South, LLC
Company Name
4001 Maple Avenue Ste 270
Address
Dallas/TX/75219
City/State/Zip
Business Equity Division
Email: DVIN_BEOffice@fortworthtexas.gov
Phone: (817) 392-2674
Contact Name (if different)
806-335-0794
Phone Number
kelby�pmbinv.com
Email Address
8/2/2021
Date
Effective 01/01/2021
City of Fort Worth ATTACHMENT 1A
FoRT WoRTx Business Equity Utilization Form Page 1 of4
Disadvantaqed Business Enterprise Utilization Form (Applicable if Federally-Funded)
PRIME/OFFEROR/OWNER PMB Ventana Developer South, LLC
COMPANY NAME:
PROJECT NAME: Ventana Offsite 24 Inch Waterline
PROJECT NUMBER: BID DATE: City's Business Equity Goal: Offeror's Business Equity (or DBE)
CPN - 103232 7/1 /2021 �✓ (Check if addressing DBE Goal) 8% Commitment: 12.6 %
Check all applicable boxes to describe � Not Certified � MBE � WBE � DBE � HUB �VOSB � Section 3
Prime/Offeror/Owner's Classification:
CertifyingAgency: ❑NCTRCA �D/FW MSDC �TXDOT �WBCS �Other:
Ethnicity: ❑African American � Hispanic � Caucasian � Asian ❑ Native American Gender: ❑Male �Female � Non-Binary
Definitions: Business Equity Firm: Certified MBE Minority Business Enterprise or WBE Women Business Enterprise DBE: Disadvantaged Business Enterprise
HUB: Historically Under Utilized Business VOSB: Veteran Owned Small Business Section 3: Certified Housing Urban Development Vendors
ALL BUSINESS EQUITY FIRMS MUST BE CERTIFIED BEFORE CONTRACT AWARD
Failure to complete this form, in its entirety, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening
date, will result in tMe bid being considered non-responsive to bid specifications. Exception: CFA, ICA, and CDBG proiects, documents will be submitted to the Gitv Proiect Manaqer if
publiclv bid or to the Developer if privatelv bid.
The undersigned Prime/Offeror agrees to enter into a formal agreement with the Business Equity firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the
City of Fort Worth (Exception: Developer proiects). The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non-responsive to bid specifications.
Business Equity firms listed toward meeting the project goal must be located in the City's marketplace at the time of bid or the business has a Significant Business Presence in the
Marketplace. The marketplace is the Citv of Fort Worth includinq portions of Denton, Parker, Wise, and all of Tarrant, Dallas, and Johnson cou�
Certified means those firms, located within the Marketplace, that have been determined to be a�bona-fide minority or women business enterprise by the North Central Texas
Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council (D/FW MSDC) and Women's Business Council-Southwest (WBCS).
If hauling services are utilized, the Prime/Offeror will be given credit as long as the Business Equity firm listed owns and operates at least one fully licensed and operational truck to be
used on the contract. The Business Equity firms may lease trucks from another Business Equity firm, including Business Equity owner-operated, and receive full Business Equity
credit. The Business Equity firm may lease trucks from non-Business Equity firms, including owner-operated, but will only receive credit for the fees and commissions earned by the
Business Equity as outlined in the lease agreement. Note: For DBE Goals, 60% of the services cou�nt towards the goal. Please see below. �
Counting DBE Participation: If materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies towards the goal. If the materials or
supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials and supplies toward the DBE goal. When materials or supplies are purchased from a DBE
neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or
transportation charges for the delivery of the materials or supplies delivered to the job site. In all cases, the Prime/Offeror is responsible to identify the amounts to be used toward the
committed DBE goal.
Effective 01 /01 /2021
Updated 06/28/2021
FORT WORTH ATTACHMENT 1A
Business Equity Utilization Form Page 2 of 4
Please note that only certified Business Equity firms will be counted to meet the Business Equity goal. Prime/Offerors are required to identify ALL subcontractors/suppliers,
regardless of status; i.e., Business Equity firms and non-Business Equity firms. Prime/Offerors must identify by tier level all subcontractors/suppliers. Tier: means the level of
subcontracting below the Prime/Offeror i.e. a direct payment from the Prime/Offeror to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered
2nd tier. Business Equity firms are to be listed before non-Business Equity firms. The Prime/Offeror is responsible to provide proof of payment of all tiered sub-contractors/suppliers
identified as a Business Equity firm and counting those dollars towards meeting the contract committed goal.
Certified Business Equity Prime/Offeror Contractors counting their self-performance towards meeting the contract goal, must be certified within those NAICS commodity codes with a
certifying agency acceptable by the City of Fort Worth. Certified Business Equity Prime/Offeror counting self-performing services towards the goal, the service(s) to be performed
should be listed first on the Utilization form.
Check this box�if certified Prime Contractor services will be counting towards the Business Equity contracting goal. Please list services first below.
Please list certified Business Equity firm names as listed on their certification, including DBA names.
NAMES AND ADDRESSES OF TYPE OF SERVICES/SUPPLIES Specify Tier
CONTRACTORS/SUPPLIERS PROVIDED NAICS Re uired Certification Agency Gender and Ethnicity:
� p � Name 1st Tier
Type of Service/Supplies: Certified B
Business Name: Charro Boring Inc. y� 0 Male � Female � Non-Binary
Address: 5524 Creek Valley Drive, Boring �D/FW MSDC African American ✓ Hispanic
Arlington, TX 76018 �✓ NCTRCA � �
817-932-3488 � Asian
Phone: NAICS Code: �TXDOT �WBCS
Email: charrosortiz0922@yahoo.com 2379900 �Caucasian � Native
�Other:
Contact Person: �ose Rubio $ AMOUNT: 244,468 American
Business Name: Type of Service/Supplies: Certified By: � Male � Female � Non-Binary
Address: �DFW MSDC
�NCTRCA ❑ African American � Hispanic
Phone: NAICS Code: �TXDOT �WgCg ❑ Asian
Email:
�Other: � Caucasian � Native
Contact Person: $ AMOUNT: American
Business Name: Type of Service/Supplies: Certified By: � Male � Female � Non-Binary
Address: �DFW MSDC
�NCTRCA ❑ African American � Hispanic
Phone: NAICS Code: �TXDOT �WBCS ❑ Asian
Email:
�Other: � Caucasian � Native
Contact Person: $ AMOUNT: American
Effective 01/01/2021
Updated 06/28/2021
FORT WORTH
Business Equity Utilization Form
Please include multiple copies of this page if needed to list all contractors and suppliers.
ATTACHMENT1A
Page 3 of 4
NAMES AND ADDRESSES OF TYPE OF SERVICES/SUPPLIES Specify Tier
CONTRACTORS/SUPPLIERS PROVIDED NAICS Re uired Certification Agency Gender and Ethnicity:
� q ) Name 1st Tier
Business Name: Type of Service/Supplies: Certified By: � Male � Female � Non-Binary
Address: �D/FW MSDC
�African American � Hispanic
�NCTRCA
Phone: NAICS Code: �Asian
Email: �TXDOT �WBCS
�Other: �Caucasian �Native
Contact Person: $ AMOUNT: American
Business Name: Type of Service/Supplies: Certified By: � Male �Female � Non-Binary
�DFW MSDC
Address: �African American �
�NCTRCA Hispanic
Phone: NAICS Code� �TXDOT �WgCg �Asian
Email:
�Other: � Caucasian � Native
Contact Person: $ AMOUNT: American
BUslness NBme: Type of Service/Supplies: Certified By:
� Male � Female � Non-Binary
Address: �DFW MSDC
�NCTRCA ❑African American �Hispanic
Phone: NAICS Code: � TXDOT �WBCS ❑ Asian
Email:
� Other: � Caucasian � Native
Contact Person: $ AMOUNT: American
BuSiness Name: Type of Service/Supplies: Certified By: � Male � Female � Non-Binary
Address: �DFW MSDC
�NCTRCA �African American �Hispanic
Phone: NAICS Code: �TXDOT �WBCS ❑Asian
Email:
�Other: �Caucasian �Native
Contact Person: $ AMOUNT: American
Effective 01/01/2021
Updated 06/28/2021
FoRT Wo�TH
Business Equity Utilization Form
ATTACHMENT1A
Page 4 of 4
Total Dollar Amount of Certified Prime/Offeror Services towards contract goal $ p
Total Dollar Amount of Business Equity (or DBE if applicable) Subcontractors/Suppliers $ 244,468
Total Dollar Amount of Non-Business Equity Subcontractors/Suppliers $ 1,695,755
TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS $ 244,468
The Prime/Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the Business Equity Division
through the submittal of a Request for Approval of Change/Addition online. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The Prime/Offeror shall submit a detailed explanation of
how the requested change/addition or deletion will affect the committed Business Equity goal. If the detail explanation is not submitted, it will affect
the final compliance determination.
By affixing a signature to this form, the Prime/Offeror further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including non-Business Equity firms. The Prime/Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The Prime/Offeror agrees to allow the transmission of interviews with owners,
principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work
performed by the Business Equity firms on this contract, by an authorized officer or employee of the City. A Prime/Offerer who intentionally and/or
knowingly misrepresents material facts shall be Debarred for a period of time of not less than three (3) years.
Kelby Golden
Authorized Signature
Vice President
Digitally signed by Kelby Golden
Date: 2021.08.02 16:03:26 -05'00'
Title
PMB Ventana Developer South, LLC
Company Name
4001 Maple Avenue Suite 270
Address
Dallas/TX/75219
City/State/Zip Code
Department of Diversity and Inclusion - Business Equity Division
Email: DVIN BEOffice@fortworthtexas.gov
Ph: 817-392-2674
Kelby Golden
Printed Signature
Contact Name and Title (if different)
806-335-0794
Phone Number
kelby@pmbinv.com
Email Address
8/2/2021
Date
Effective 01/01/2021
Updated 06/28/2021
GR-01 60 00 Product Requirements
Page 1 of 1
Ventana Phase 5A
CPN 102574
GR-01 60 00 PRODUCT REQUIREMENTS
Ventana Offsite Waterline
CPN 103232
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