HomeMy WebLinkAboutContract 57832-PM1CONTRACT
FOR
THE CONSTRUCTION OF
M-584 SANITARY SEWER INTERCEPTOR
IMPROVEMENTS (SEGMENT 1 & SEGMENT 2)
IPRC Record No. 21-0158
City Project No. 103521
FID No. 30114-0200431-103521-E07685
X-File No. 27161
Mattie Parker David Cooke
Mayor City Manager
Chris Harder
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
July 2022
TEXAS REGISTRATION F-1386
3017 West 7th Street, Suite 300
Fort Worth, Texas 76107
CSC No. 57832-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 05 10 Mayor and Council Communication 08/24/2021
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 Prequalifications 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 16 Construction Progress Schedule 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
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
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 M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
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
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
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
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
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
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 08/24/21 M&C FILE NUMBER: M&C 21-0625
LOG NAME: 60WELLINGTON OFFSITE SEWER
SUBJECT
(CD 7) Authorize Execution of Design Procurement Agreement with HPC Wellington Nance Development Corporation and 170 Northstar Ranch
Developer, Inc., with City Participation in the Amount Not to Exceed $431,432.24, for Engineering Design and Land Acquisition for the Extension
of Public Sanitary Sewer Main M-584 Located in the Big Fossil Basin and Adopt Attached Appropriation Ordinance
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the execution of a design procurement agreement with HPC Wellington Nance Development Corporation and 170 Northstar Ranch
Developer, Inc., with City participation in the amount not to exceed $431,432.24 for the engineering design and land acquisition for extending
the public sanitary sewer main M-584 located in the Big Fossil Creek basin; and
2. Adopt the attached appropriation ordinance adjusting estimated receipts and appropriations in the Water and Sewer Bond 2020A Fund, in
the amount of $466,889.00, by decreasing estimated receipts and appropriations in the Unspecified project (City Project No. UNSPEC) and
increasing estimated receipts and appropriations in the Community Facilities Agreement Bucket programmable project (City Project
No.P00001) by the same amount, for the purpose of funding the Design Procurement Agreement – Wellington Offsite Sewer project (City
Project No.103521).
DISCUSSION:
The purpose of this Mayor and Council Communication (M&C) is for the City to participate with HPC Wellington Nance Development Corporation,
(HPC) and 170 Northstar Ranch Developer, Inc. (Northstar), in the engineering design cost for extension of offsite sanitary sewer M-584 which will
provide service in the Big Fossil Creek basin. The project will serve HPC’s Wellington and Nance developments located west of Highway 287 and
north of Bonds Ranch Rd. Northstar is participating in the project to extend the sewer main from the Wellington and Nance developments to
Northstar Ranch. The City is participating in the project to oversize the sewer main to provide additional capacity for future growth within the basin.
The cost for the project is estimated to be allocated at 31.3% for HPC, 9.0% for Northstar, and 59.7% for the City.
The estimated fee for the City’s portion of the engineering design, topographic survey, easement document preparation, construction documents,
and public bidding is $280,888.50. HPC will dedicate easements for the sewer main within the Wellington and Nance tracts at no cost to the City
or Northstar. The City, HPC, and Northstar will each participate in the cost for other easements necessary for the sewer main in accordance with
the estimated participation percentages.
The table shows the cost sharing breakdown for engineering design cost between all parties.
Cost Sharing Breakdown Amount
HPC Wellington Nance Development Corporation
(HPC) 31.3%
$147,266.50
170 Northstar Ranch Developer, Inc. (Northstar)
9.0%
$42,345.00
City of Fort Worth Participation 59.7%$280,888.50
Total Engineering Design Cost $470,500.00
* Amounts rounded for presentation purposes.
In addition to the City's engineering design costs above the amount of $280,888.50, the city is responsible for $150,543.74 for land acquisition,
and $9,000.00 is required for project management and real property staff cost with a $26,456.26 as a contingency for a total cost of $466,888.50
HPC has selected LJA Engineering, as the engineering consultant to perform the design of the project. Staff concurs that the fees charged by LJA
Engineering, are fair and reasonable for the work to be performed. The engineering design will be reviewed through the City’s Infrastructure plan
review process.
Funding for the Design Procurement Agreement-Wellington Offisite Sewer project (DPA) as depicted in the table below.
Fund
Existing
Appropriations
Additional
Appropriations
Project Total*
Water & Sewer Bond
2020A-Fund 56017
$0.00 $466,889.00 $466,889.00
Project Total $0.00 $466,889.00 $466,889.00
*Numbers rounded for presentation purposes.
Business Equity: Offerors are strongly encouraged to comply with the intent of the City's Business Diversity Enterprise Ordinance to utilize minority
business enterprises or small business enterprises on the City-funded portion of the Design Procurement Agreement.
Upon completion of the design, the construction of the project will be publicly bid. Staff will present an M&C to the City Council seeking approval for
the City to enter into a Community Facility Agreement with City participation for the construction of the project.
This project is located in COUNCIL DISTRICT 7
FISCAL INFORMATION / CERTIFICATION:
The Director of Finance certifies that funds are currently available in the Unspecified - All Funds project within the Water & Sewer Bond 2020A
Fund and upon approval of the above recommendation and adoption of the attached appropriation ordinance, funds will be available in the Water
& Sewer Bond 2020A Fund for the CFA Bucket programmable project to support the approval of the above recommendation and execution of the
agreement. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds.
Submitted for City Manager's Office by: Dana Burghdoff 8018
Originating Business Unit Head:Chris Harder 5020
Additional Information Contact:Soon Wong 8369
0 0� Share � R�� x� Alerts
Details
File #:
Type:
File created
On agenda:
Reports
M&C 21-0625 Version: 1 Name:
Award of Contract Consent Status: Passed
8/19/2021 In control: CITY COUNCIL
8/24/2021 Final action: 8/24/2021
(CD 7) Authorize Execution of Design Procurement Agreement with HPC Wellington Nance Development
Corporation and 170 Northstar Ranch Developer, Inc., with City Participation in the Amount Not to
Exceed $431,43Z.24, for Engineering Design and Land Acquisition for the Extension of Public Sanitary Sewer
Main M-584 Located in the Big Fossil Basin and Adopt Attached Appropriation Ordinance
1. M&C 21-0625, 2. Exhibit A.pdf, 3. Cost share percentage - 02.10.21.pdf, 4.
60WELLINGTON OFFSITE SEWER AO 56017.v2.pdf
Title:
Attachments
History (1)
1 record
Text
Group Export
Date . Ver. Action By Action Result Action Details Meeting Details Video
8/24/2021 1 CITY COUNCIL Approved Action details Meeting details Not available
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00 11 13
INVITATION TO BIDDERS
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
SECTION 00 11 13
INVITATION TO BIDDERS
DEVELOPER AWARDED CONTRACTS
FOR PUBLICLY BID PROJECTS ONLY
RECEIPT OF BIDS
Sealed bids for the construction of CPN: 103521: M-584 Sanitary Sewer Interceptor
Improvements (Segment 1& Segment 2), FID No. 30114-0200431-103521-E07685 will be
received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, March 24th,
2022 as further described below:
City of Fort Worth
Purchasing Division
200 Texas Street
Fort Worth, Texas 76102
Due to the COVID19 Emergency declared by the City of Fort Worth and until the emergency
declaration, as amended, is rescinded, bid submissions and bid opening shall be as follows:
Bids will be accepted by:
1. US Mail at the address above,
2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End
Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing
Department staff person will be available to accept the bid and provide a time stamped
receipt; or
3. If the bidder desires to submit the bid on a day or time other than the designated
Thursday, the bidder must contact the Purchasing Department during normal working
hours at 817-392-2462 to make an appointment to meet a Purchasing Department
employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth,
Texas 76102, where the bid(s) will be received and time/date stamped as above.
Bids will be opened publicly and read aloud at 2:00 PM CST Thursday, March 24th in the City
Council Chambers and broadcast through live stream and CFW public television which can be
accessed at http://fortworthtexas.gov/fwtv/. The general public will not be allowed in the City
Council Chambers.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following:
Installation of approximately 23,000 Linear Feet of 18”-27” Sanitary Sewer line by open cut and
by other than open cut and all associated appurtenances.
PREQUALIFICATION
The improvements included in this project must be performed by a contractor who is pre-
qualified by the City at the time of bid opening. The procedures for qualification and pre-
qualification are outlined in the Section 00 21 13 – INSTRUCTIONS TO BIDDERS.
00 11 13
INVITATION TO BIDDERS
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth’s Purchasing Division website at http://www.fortworthgov.org/purchasing/ and
clicking on the link to the advertised project folders on the City’s electronic document
management and collaboration system site. The Contract Documents may be downloaded,
viewed, and printed by interested contractors and/or suppliers.
PREBID CONFERENCE
A prebid conference may be held as discussed in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following date, and time via a web conferencing application:
DATE: March 3rd, 2022
TIME: 2:00 P.M. CST
If a prebid conference will be held online via a web conferencing application, invitations will be
distributed directly to those who have submitted Expressions of Interest in the project to the City
Project Manager and/or the Design Engineer. The presentation given at the prebid conference and
any questions and answers provided at the prebid conference will be issued as an Addendum to
the call for bids.
If a prebid conference is not being held, prospective bidders can e-mail questions or comments in
accordance with Section 6 of the Instructions to Bidders referenced above to the project
manager(s) at the e-mail addresses listed below. Emailed questions will suffice as “questions in
writing” and the requirement to formally mail questions is suspended. If necessary, Addenda will
be issued pursuant to the Instructions to Bidders.
DEVELOPER/CITY'S RIGHT TO ACCEPT OR REJECT BIDS
Developer and City reserves the right to waive irregularities and to accept or reject bids.
AWARD
A contract will be awarded to the Bidder presenting the lowest price, qualifications and
competencies considered.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Brighton Yau, PE., LJA Engineering, Inc.
Email: byau@lja.com
Phone: 214-451-0873
AND/OR
Attn: Kiran Konduru, PE, City of Fort Worth
Email: kiran.konduru@fortworthtexas.gov
Phone: 817-392-2237
EXPRESSION OF INTEREST
To ensure bidders are kept up to date of any new information pertinent to this Project or the
COVID19 emergency declaration, as amended, as it may relate to this Project, bidders are
requested to email Expressions of Interest in this procurement to the City Project Manager and
the Design Engineer. The email should include the bidder’s company name, contact person, that
individuals email address and phone number. All Addenda will be distributed directly to those
who have expressed an interest in the procurement and will also be posted in the City of Fort
Worth’s purchasing website at: http://www.fortworthtexas.gov/purchasing/
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INVITATION TO BIDDERS
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
PLAN HOLDERS
To ensure you are kept up to date of any new information pertinent to this project such as when
an addenda is issued, download the Plan Holder Registration form to your computer, complete
and email it to the City Project Manager or the design Engineer,
The City Project Manager and design Engineer are responsible to upload the Plans Holder
Registration form to the Plan Holders folder in the link below.
http://www.fortworthtexas.gov/purchasing/
Mail your completed Plan Holder Registration form to those listed in INQUIRIES above.
ADVERTISEMENT DATES
February 24, 2022
March 3, 2022
END OF SECTION
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INSTRUCTIONS TO BIDDERS
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CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
SECTION 00 21 13 INSTRUCTIONS TO BIDDERS
DEVELOPER AWARDED CONTRACTS
FOR PUBLICLY BID PROJECTS ONLY
1. Defined Terms
1.1. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.1.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.1.2. Successful Bidder: The responsible and responsive Bidder to whom
Developer/City (on the basis of City's evaluation as hereinafter provided) makes an
award.
2. Copies of Bidding Documents
2.1. Neither Developer/City nor Engineer shall assume any responsibility for errors or
misinterpretations resulting from the Bidders use of incomplete sets of Bidding
Documents.
2.2. Developer/City and Engineer in making copies of Bidding Documents available do so
only for the purpose of obtaining Bids for the Work and do not authorize or confer a
license or grant for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received from contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work types and documentation are available by accessing all required files
through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/
3.1.1. Paving – Requirements document located at;
Resources/Construction Documents/Contractor Prequalification/TPW Paving
Contractor Prequalification Program
3.1.2. Roadway and Pedestrian Lighting – Requirements document located at;
Resources/Construction Documents/Contractor Prequalification/TPW Roadway and
Pedestrian Lighting Prequalification Program
3.1.3. Water and Sanitary Sewer – Requirements document located at;
02 - Construction Documents/Contractor Prequalification/Water and Sanitary
Sewer Contractor Prequalification Program
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INSTRUCTIONS TO BIDDERS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
45 11, BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. The City reserves the right to require any pre-qualified contractor who is the successful
bidder(s) for a project to submit such additional information as the City, in its sole
discretion may require, including but not limited to manpower and equipment records,
information about key personnel to be assigned to the project, and construction schedule,
to assist the City in evaluating and assessing the ability of the successful bidder(s) to
deliver a quality product and successfully complete projects for the amount bid within
the stipulated time frame. Failure to submit the additional information, if requested,
may be grounds for rejecting the successful bidder as non-responsive.
3.4. In addition to prequalification, additional requirements for qualification may be required
within various sections of the Contract Documents.
4. Examination of Bidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder shall:
4.1.1. Examine and carefully study the Contract Documents and other related data
identified in the Bidding Documents (including "technical data" referred to in
Paragraph 4.2. below). No information given by Developer/City or any
representative of the Developer/City other than that contained in the Contract
Documents and officially promulgated addenda thereto, shall be binding upon the
Developer/City.
4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Work.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions relating to existing
surface or subsurface structures at the Site (except Underground Facilities) that
have been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
at the Site that have been identified in the Contract Documents as containing
reliable "technical data."
00 21 133
INSTRUCTIONS TO BIDDERS
Page 3 of 9
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shall be issued in the form of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
4.1.6. Perform independent research, investigations, tests, borings, and such other means
as may be necessary to gain a complete knowledge of the conditions which will be
encountered during the construction of the project. Bidder must fill all holes and
clean up and restore the site to its former conditions upon completion of such
explorations, investigations, tests and studies.
4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
cost of doing the Work, time required for its completion, and obtain all information
required to make a proposal. Bidders shall rely exclusively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which are
necessary for full and complete information upon which the proposal is to be based.
It is understood that the submission of a proposal is prima-facie evidence that the
Bidder has made the investigation, examinations and tests herein required. Claims
for additional compensation due to variations between conditions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.8. Promptly notify Developer of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the Developer shall be permitted to make such corrections or interpretations as
may be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 – Supplementary Conditions for identification of:
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by Developer in preparation of the Contract
Documents. The logs of Soil Borings, if any, on the plans are for general
information only. Neither the Developer nor the Engineer guarantee that the data
shown is representative of conditions which actually exist.
4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
the site that have been utilized by Developer in preparation of the Contract
Documents.
4.2.3. copies of such reports and drawings will be made available by City to any Bidder
on request. Bidder is responsible for any interpretation or conclusion drawn from
any "technical data" or any other data, interpretations, opinions or information.
00 21 134
INSTRUCTIONS TO BIDDERS
Page 4 of 9
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is premised upon performing and furnishing the Work required by the
Contract Documents and applying the specific means, methods, techniques, sequences or
procedures of construction (if any) that may be shown or indicated or expressly required
by the Contract Documents, (iii) that Bidder has given Developer written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereof by Developer are acceptable to Bidder, and when said
conflicts, etc., have not been resolved through the interpretations by Developer as
described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient
to indicate and convey understanding of all terms and conditions for performing and
furnishing the Work.
4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material, unless
specifically identified in the Contract Documents.
5. Availability of Lands for Work, Etc.
5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in the Contract Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by Developer.
00 21 135
INSTRUCTIONS TO BIDDERS
Page 5 of 9
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
6. Interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
Developer’s/City’s representative. Interpretations or clarifications considered necessary
by Developer in response to such questions will be issued by Addenda delivered to all
parties recorded by Developer as having received the Bidding Documents. Only
questions answered by formal written Addenda will be binding Oral and other
interpretations or clarifications will be without legal effect
Address questions to:
Attn: Brighton Yau, PE., LJA Engineering, Inc.
Email: byau@lja.com
Phone: 214-451-0873
AND/OR
Attn: Kiran Konduru, PE, City of Fort Worth
Email: kiran.konduru@fortworthtexas.gov
Phone: 817-392-2237
Addenda may also be issued to modify the Bidding Documents as deemed advisable by
Developer/City.
6.2. Addenda or clarifications may be posted via the City’s document management and
collaboration system site at http://www.fortworthgov.org/purchasing/.
6.3. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of Developer will be present to discuss
the Project. Bidders are encouraged to attend and participate in the conference.
Developer’s representative will transmit to all prospective Bidders of record such
Addenda as Developer considers necessary in response to questions arising at the
conference. Oral statements may not be relied upon and will not be binding or legally
effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to Developer in an amount of
five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety
meeting the requirements as listed in the General Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, Developer may consider Bidder to
be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be
forfeited. Such forfeiture shall be Developer's exclusive remedy if Bidder defaults. The
Bid Bond of all other Bidders whom Developer believes to have a reasonable chance of
receiving the award will be retained by Developer until final contract execution.
00 21 136
INSTRUCTIONS TO BIDDERS
Page 6 of 9
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or-Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items.
Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-
equal" item of material or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Section 01 25 00 of the General Requirements.
11. Bid Form
11.1. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
price item listed therein. In the case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered legibly, in ink or type, for which
the Bidder proposes to do the work contemplated or furnish materials required.
11.2. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate name, address and state of
incorporation shall be shown below the signature.
11.3. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official name and address of the partnership shall be shown
below the signature.
11.4. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The name and state of
formation of the firm and the official address of the firm shall be shown.
11.5. Bids by individuals shall show the Bidder's name and official address.
11.6. Bids by joint ventures shall be executed by each joint venturer in the manner
indicated on the Bid Form. The official address of the joint venture shall be shown.
11.7. All names shall be typed or printed in ink below the signature.
00 21 137
INSTRUCTIONS TO BIDDERS
Page 7 of 9
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
11.8. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
11.9. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
11.10. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 – Vendor Compliance
to State Law Non Resident Bidder.
12. Submission of Bids
12.1. Bids shall be submitted on the prescribed Bid Form and proposal form, provided with
the Bidding Documents, at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS, addressed to City of Fort Worth Project Manager, and
shall be enclosed in an opaque sealed envelope, marked with the City Project
Number, Project title, the name and address of Bidder, and accompanied by the Bid
security, if required, and other required documents.
13. Modification and Withdrawal of Bids
13.1. Bids cannot be withdrawn prior to the time set for bid opening. A request for
withdrawal must be made in writing by an appropriate document duly executed in the
manner that a Bid must be executed and delivered to the place where Bids are to be
submitted at any time prior to the opening of Bids. After all Bids not requested for
withdrawal are opened and publicly read aloud, the Bids for which a withdrawal
request has been properly filed may, at the option of the Developer/City, be returned
unopened.
13.2 Bidders may modify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt.
14. Opening of Bids
14.1. Bids will be opened and read aloud publicly at the place where Bids are to be
submitted. An abstract of the amounts of the base Bids and major alternates (if any)
will be made available to Bidders after the opening of Bids.
15. Bids to Remain Subject to Acceptance
15.1. All Bids will remain subject to acceptance for the time period specified for Notice of
Award and execution and delivery of a complete Agreement by Successful Bidder.
Developer/City may, at their sole discretion, release any Bid and nullify the Bid
security, if required, prior to that date.
00 21 138
INSTRUCTIONS TO BIDDERS
Page 8 of 9
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
16. Evaluation of Bids and Award of Contract
16.1. Developer/City reserves the right to reject any or all Bids, including without
limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or
conditional Bids and to reject the Bid of any Bidder if Developer/City believes that it
would not be in the best interest of the Project to make an award to that Bidder,
whether because the Bid is not responsive or the Bidder is unqualified or of doubtful
financial ability or fails to meet any other pertinent standard or criteria established by
City. Developer/City also reserves the right to waive informalities not involving
price, contract time or changes in the Work with the Successful Bidder.
Discrepancies between the multiplication of units of Work and unit prices will be
resolved in favor of the unit prices. Discrepancies between the indicated sum of any
column of figures and the correct sum thereof will be resolved in favor of the correct
sum.
16.1.1. Any or all bids will be rejected if Developer/City has reason to believe that
collusion exists among the Bidders, Bidder is an interested party to any litigation
against Developer/City, Developer/City or Bidder may have a claim against the
other or be engaged in litigation, Bidder is in arrears on any existing contract or
has defaulted on a previous contract, Bidder has performed a prior contract in an
unsatisfactory manner, or Bidder has uncompleted work which in the judgment
of the Developer/City will prevent or hinder the prompt completion of additional
work if awarded.
16.2. Developer/City may consider the qualifications and experience of Subcontractors,
Suppliers, and other persons and organizations proposed for those portions of the
Work as to which the identity of Subcontractors, Suppliers, and other persons and
organizations must be submitted as provided in the Contract Documents or upon the
request of the Developer/City. Developer/City also may consider the operating costs,
maintenance requirements, performance data and guarantees of major items of
materials and equipment proposed for incorporation in the Work when such data is
required to be submitted prior to the Notice of Award.
16.3. Developer/City may conduct such investigations as Developer/City deems necessary
to assist in the evaluation of any Bid and to establish the responsibility,
qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers
and other persons and organizations to perform and furnish the Work in accordance
with the Contract Documents to Developer’s/City's satisfaction within the prescribed
time.
16.4. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by Developer/City indicates that the award will
be in the best interests of the Developer/City.
16.5. Failure or refusal to comply with the requirements may result in rejection of Bid.
00 21 139
INSTRUCTIONS TO BIDDERS
Page 9 of 9
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103521
Revised March 20, 2020
17. Signing of Agreement
17.1. When Developer issues a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the Agreement.
The Contractor shall sign and deliver the required number of counterparts of the
Agreement to Developer’s representative with the required Bonds, Certificates of
Insurance, and all other required documentation.
END OF SECTION
0o ai o0
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY
Page 1 of 3
SECTION 00 41 00
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY
TO: The Purchasing Manager
Go: The Purchasing Division
200 Texas Street
City of Fort Worth, Texas 76102
FOR:
City Project No.: 103521
M-584 Sanitary Sewer Interceptor Improvements
(Segment 1 8 Segment 2)
Units/Sections: FID:30114-0200431-103521-E07685
X-27161
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Developer in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the
Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certiflcation
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS
TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
22. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid
insurance certificate meeting all requirements in the construction contract.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is
not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes
of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the
action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process
to the detriment of Developer (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive
Developer of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of Developer, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to
influence their participafion in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH 00 41 00_Bid Fortn_DAP.xlsx
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS M-584
Form Revised 20130830 CPN 103521
0o a� o0
DAP BID FORM FOR PUBLICLY BID PROJECTS ONIV
Page 2 of 3
3. Prequaliflcation
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Wastewater New Development, Rehabilitation, and Redevelopment Open Cut
and Trenchless (48" and under)
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 400 working days after the date when the
the Contract Time commences to run as provided in the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages, if applicable, in the event of failure to complete the
Work tand/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this d:
a. This Bid Form, Section 00 41 00 /
✓
b. Bid Bond (if required), Section 00 43 1 ssued by a surety meeting the requirements of the General Conditions.
c. Proposal Form, Section 00 42 43
d. MBE Forms (if required)�. �
.�
e. Prequalification Statement, Section 00 45 12 �
f. Any additional documents that may be required by ction 12 of the Instructions to Bidders
g. Bidder pre-qualification application (optional)
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided
below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown
in this proposal and then totaling all of the extended amounts.
6.3. Evaluation of Altemate Bid Items
Total Base Bid
Altemate Bid
Total Bid
CITY OF FORT WORTH 00 41 00_Bid Fortn_DAP.xlsx
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS M-584
Form Revised 20130830 CPN 103521
00 41 00
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY
Page 3 of 3
7. Bid Submittal
This Bid is submitted on March 24, 2022
dba EXCEL TRENCHING
Respectfull itte ,
By: •
(Signature)
DERRICK GAGE
(Printed Name)
T�tie: Operations Manager
Company: EXCEL AIRCRAFT LLC dba EXCEL TRENCHING
Address: 228 SE LOOP 59
CARTHAGE, TX, 75633
State of Incorporation: LA / TEXAS
Emaii: derrickgage�excelmuiching.com
Phone: (2� p� $23-6778
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Revised 20130830
by the entiry named below. EXCEL AIRCRAFT LLC
Corporate Seal:
00 41 00_Bid Fortn_DAP.xlsx
M-584
CPN 103521
ADDENDUM NO. 1
To the Plans, Specifications & General Contract Documents
The Construction of
M-584 SANITARY SEWER INTERCEPTOR
IMPROVEMENTS (SEGMENT 1 & SEGMENT 2)
CITY PROJECT NO.: 103521
Bid Date: March 10, 2022 2:00 PM
Addendum No. 1: Issued March 02, 2022
The Contract Documents, Specifications, and Plans for the subject project are hereby amended
as follows:
SPECIFICATIONS 8 CONTRACT DOCUMENTS•
1. 00 11 13 Invitation to Bidders DAP
This form has been updated to reflect the new CPN and FID No.
2. 00 21 13 Instruction to Bidders DAP
This form has been updated to reflect the new CPN.
3. 00 41 00 Bid Form DAP
This form has been updated to reflect the new CPN and FID No.
4. 00 42 43 Bid Proposal_M-584
This form has been updated to reflect the new CPN.
5. 00 45 11 Bidders Prequalifications DAP
This form has been updated to reflect the new CPN.
6. 00 45 12 Prequalification Statement 2015 DAP
This form has been updated to reflect the new CPN.
7. 00 45 26 Contractor Compliance with Workers Compensation Law DAP
This form has been updated to reflect the new CPN.
8. M-584 Construction Plans
The construction plans have been updated to reflect the new CPN and FID No.
9. M-584 Contract Documents
This document has been updated to reflect the new CPN and FID No.
10. Plan Holders List - M-584
This form has been updated to reflect the new CPN.
PAGE 1
This Addendum, forms part of the Contract Documents referenced above and modifies
the original Contract Documents and Plans. Bidder shall acknowledge receipt of this
addendum in the saace provided below, on the last aaqe of the Bid Form and
acknowledge receipt on the outer envelope of vour bid.
A signed copy of this Addendum should be included in the sealed bid envelope at the
time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause
the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification.
RECIEPT ACKNOWLEDGEMENT: ISSUED BY:
LJA Engineering, Inc.
BY� - By: / �tcc
RICK GAGE Brighton Ya , P.E.
Project Engineer
COfT1p8f1y:EXCEL AIRCRAFT LLC dba EXCEL TRENCHING
Address:2 E L P ACCEPTED BY CITY:
Clty: CARTHAGE. StateTX 75633 /1�iL�LIL /IB�G,G��� jo�
Kiran Konduru, P.E.
Project Manager
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT - DEVELOPER AWARDED PROJECTS
Temporarily Revised April 6, 2020 due to COVID19 Emergency
M-584
CPN 103521
PAGE 2
ADDENDUM NO. 2
To the Plans, Specifications & General Contract Documents
The Construction of
M-584 SANITARY SEWER INTERCEPTOR
IMPROVEMENTS (SEGMENT 1 & SEGMENT 2)
CITY PROJECT NO.: 103521
Bid Date: March 17, 2022 2:00 PM
Addendum No. 2: Issued March 07, 2022
The Contract Documents, Specifications, and Plans for the subject project are hereby amended
as follows:
SPECIFICATIONS 8� CONTRACT DOCUMENTS:
1. 00 11 13 Invitation to Bidders DAP
This form has been updated to reflect the new bid opening date.
This Addendum forms part of the Contract Documents referenced above and modifies the
original Contract Documents and Plans. Bidder shall acknowledge receipt of this
addendum in the saace provided below, on the last qaae of the Bid Form and acknowledge
receipt on the outer enveloae of vour bid.
A signed copy of this Addendum should be included in the sealed bid envelope at the time
of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the
subject bidder to be considered "NONRESPONSIVE," resulting in disqualification.
RECIEPT ACKNOWLEDGEMENT:
By: �
D ICK GAGE
ISSUED BY:
LJA Engineering, Inc.
By: / a.0
Brighton Ya , P.E.
Project Engineer
COmPanY: TRENCHING
Address: 2228 SE LOOP 59
Clty: CARTHAGE. State: TX 75633
ACCEPTED BY CITY:
/�vz,a.s� /�eh,�2.�c�u� P �'
Kiran Konduru, P.E.
Project Manager
PAGE 1
ADDENDUM NO. 3
To the Plans, Specifications & General Contract Documents
The Construction of
M-584 SANITARY SEWER INTERCEPTOR
IMPROVEMENTS (SEGMENT 1 8� SEGMENT 2)
CITY PROJECT NO.: 103521
Bid Date: March 17, 2022 2:00 PM
Addendum No. 3: Issued March 16, 2022
The Contract Documents, Specifications, and Plans for the subject project are hereby amended
as follows:
SPECIFICATIONS & CONTRACT DOCUMENTS:
1. 00 42 43_Bid Proposal_M-584
This form has been revised to reflect the following updated line items:
a. Unit I: Item No. 7: 3136.0104 Twisted Gabion Mattresses
Unit of Measure and Bid Quantity have been revised.
b. Unit I: Item No. 31: 3331.4330 27" PS115 ASTM F679 PVC
Description (pipe material) has been revised.
c. Unit I: Item No. 32: 3331.4331 27" PS115 ASTM F679 PVC, CSS Backfill
Description (pipe material) has been revised.
d. Unit I: Item No. 36: 3339.1003 4' Extra Depth Manhole
Bid Quantity has been revised.
e. Unit I: Item No. 39: 3339.1103 5' Extra Depth Manhole
Bid Quantity has been revised.
f. Unit I: Item No. 44: 9999.0005 Wager 3000 Manhole Scrubber (4'), Complete in Place
Bid Quantity has been revised.
g. Unit I: Item No. 31: 9999.0006 Wager 3000 Manhole Scrubber (5'), Complete in Place
Bid Quantity has been revised.
h. Unit II: Item No. 6: 3136.0104 Twisted Gabion Mattresses
Unit of Measure and Bid Quantity have been revised.
i. Unit IA: Item No. 31A: 3331.4333 27" FRP D3262 SN72 Sewer Pipe
Added line item.
j. Unit IA: Item No. 32A: 3331.4334 27" FRP D3262 SN72 Sewer Pipe, CSS Backfill
Added line item.
2. M-584 Construction Plans REV1
A revision has been added to Sheet 8.
PAG E 1
This Addendum forms part of the Contract Documents referenced above and modifies the
original Contract Documents and Plans. Bidder shall acknowledge receipt of this
addendum in the space arovided below, on the last aaqe of the Bid Form and acknowledge
receipt on the outer envelope of vour bid.
A signed copy of this Addendum should be included in the sealed bid envelope at the time
of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the
subject bidder to be considered "NONRESPONSIVE," resulting in disqualification.
RECIEPT ACKNOWLEDGEMENT: ISSUED BY:
LJA Engineering, Inc.
BY� ' � B : /
Y �
RICK GAGE Brighton Ya .E.
Project Engineer
CO�ppa�y:EXCEL AIRCRAFT LLC dba EXCEL TRENCHING
Address: 2228 5E LOOP 59 ACCEPTED BY CITY:
Clty: CARTHAGE. StateTX 75633 ��� ��`�GZ�� ��
Kiran Konduru, P.E.
Project Manager
PAG E 2
ADDENDUM NO. 4
To the Plans, Specifications & General Contract Documents
The Construction of
M-584 SANITARY SEWER INTERCEPTOR
IMPROVEMENTS (SEGMENT 1 & SEGMENT 2)
CITY PROJECT NO.: 103521
Bid Date: March 24, 2022 2:00 PM
Addendum No. 4: Issued March 16, 2022
The Contract Documents, Specifications, and Plans for the subject project are hereby amended
as follows:
SPECIFICATIONS 8� CONTRACT DOCUMENTS:
1. 00 11 13 Invitation to Bidders DAP
This form has been updated to reflect the new bid opening date: March 24, 2022.
This Addendum forms part of the Contract Documents referenced above and modifies the
original Contract Documents and Plans. Bidder shall acknowledge receipt of this
addendum in the saace provided below, on the last aaqe of the Bid Form and acknowledge
receipt on the outer envelope of vour bid.
A signed copy of this Addendum should be included in the sealed bid envelope at the time
of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the
subject bidder to be considered "NONRESPONSIVE," resulting in disqualification.
RECIEPT ACKNOWLEDG MENT:
ISSUED BY:
LJA Engineering, Inc.
Y /
B D ICK GAGE Brighto au, P.E.�
Project Engineer
CO�ppa�y:EXCEL AIRCRAFT LLC dba EXCEL TRENCHING
Address:2228 SE LOOP 59
Clty: CARTHAGE. StateTX 75633
ACCEPTED BY CITY:
/l vt.� /l eh=c�-�cl�1.G�, � �
Kiran Konduru, P.E.
Project Manager
PAGE 1
ADDENDUM NO. 5
To the Plans, Specifications & General Contract Documents
The Construction of
M-584 SANITARY SEWER INTERCEPTOR
IMPROVEMENTS (SEGMENT 1 & SEGMENT 2)
CITY PROJECT NO.: 103521
Bid Date: March 24, 2022 2:00 PM
Addendum No. 5: Issued March 21, 2022
The Contract Documents, Specifications, and Plans for the subject project are hereby amended
as follows:
SPECIFICATIONS & CONTRACT DOCUMENTS:
1. 00 42 43_Bid Proposal_M-584
This form has been revised to reflect the following updates:
a. Unit I: Item No. 5: 3110.0101 Site Clearing
Removed line item.
b. Unit IA
Removed unit. Alternatives have been incorporated into Unit I. Instructions to the
Contractor have been added to the beginning of Unit I
c. Unit IIA
Removed unit. Alternatives have been incorporated into Unit II. Instructions to the
Contractor have been added to the beginning of Unit I
d. Unit I: Item No. 33: 3339.0001 Epoxy Manhole Liner.
Bid quantity has been revised.
e. Unit I: Item No. 36: 3339.1003 4' Extra Depth Manhole
Bid quantity has been revised.
f. Unit II: Item No. 24: 3339.0001 Epoxy Manhole Liner
Bid quantity has been revised.
g. Unit II: Item No. 27: 3339.1003 4' Extra Depth Manhole
Bid quantity has been revised.
h. Form has been reordered such that the pipe line items are at the beginning of each
section.
i. Unit I: Item No. 18: 31 25 00 SWPPP > 1 acre
Removed line item.
j. Unit II: Item No. 11: 31 25 00 SWPPP > 1 acre
Removed line item.
2. 00 4512_Prequalification Statement
This form has been revised to reflect the following updates:
k. Revised/Added "Major Work Type" Column per City request.
PAGE 1
This Addendum forms part of the Contract Documents referenced above and modifies the
original Contract Documents and Plans. Bidder shall acknowledge receipt of this
addendum in the saace provided below, on the last aaae of the Bid Form and acknowledge
receipt on the outer enveloae of vour bid.
A signed copy of this Addendum should be included in the sealed bid envelope at the time
of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the
subject bidder to be considered "NONRESPONSIVE," resulting in disqualification.
RECIEPT ACKNOWLEDGEMENT: ISSUED BY:
LJA Engineering, Inc.
BY� By: /
D I GAGE Brighton Ya P.E.
Project Engineer
COf11p811y: EXCEL AIRCRAFT LLC dba EXCEL TRENCHING
Address: 2228 SE LOOP 59 ACCEPTED BY CITY:
Clty: CARTHAGE. StateTX 75633 ���� ��r����i ��
Kiran Konduru, P.E.
Project Manager
PAGE 2
0042 43
DAP-BIDPROPOSAI.
Page 1 of2
secnoN oo az as
Developer Awarded Projects - PROPOSAL FORM
M-584
UNIT PRICE BID
Projcct Itcm Infortnation
Bidder's Application
Biddels Proposa]
Bidlist Item I Unit of
No. Description Speci6cation Section No. M�� Bid Quantiry Unit Price Bid Value
S1N[T L• SANITARY SEWER IMPRO .MENTS - S GMENT 1
*Contractor �s to bid e�ther ttem 2A or 2B for 21" Pipe, either ttem 3A or 3B for 21" Pipe with CSS Back511, either item 4A or 4B for 24" Pipe, eitAer item SA or 56 for 24" Pipe with
CSS Backfill either l0A or lOB for 27" Pi , and either 11A or 11B for 27" Pi e with CSS Back511
1 3331.4115 8" Sewer Pi e PVC 33 1 I 10, 33 3l 12, 33 3l 20 LF 1]0 � 180.00 $ 19,800.00
2A• 3331.4308 2l" PS115 ASTM F679 PVC 33 11 10, 33 31 13, 33 31 20, 33 31 21 LF 2,701 $ 260.00 $ 702,260.00
2B' 3331.4311 21" FRP D3262 SN72 Sewer Pi 33 31 13 LF 2,701 g _
3A' 3331.4309 2l" PS115 ASTM F679 PVC, CSS Bacf611 33 I 1 10, 33 3l 13, 33 31 2Q 33 31 2l LF 51 S 290.00 $ 14,790.00
3B• 3331.4312 21" FRP D3262 SN72 Sewer Pi e, CSS Bacldll 33 31 13 LF 51 g
4A` 3331.4317 24" PS I I S ASTM F679 PVC 32 I I I0, 33 31 13, 33 3l 20, 33 31 21 LF 8,685 $ 29 L00 $ 2 527,335.00
4B* 3331.4324 24" FRP D3262 SN72 Sewer Pi e 33 3I l3 LF 8,685 g _
SA* 3331.4318 24" PS115 ASTM F679 PVC, CSS Bacldll 32 1 I 10, 33 3l l3, 33 31 20, 33 31 2I LF 104 $ 325.00 $ 33,800.00
SB* 333L4325 24" FRP D3262 SN72 Sewer Pi e, CSS Backtill 33 31 13 LF ]04 $
6 3331.4321 24" DIP Sewer B en Cut 33 I1 10 LF 1,086 $ 352.00 $ 382,272.00
7 3331.4322 24" DIP Sewer, CSS Backfil] 33 I I IO LF 75 $ 385.00 $ 28,875.00
8 330530(0 24" DIP Sewer Cartier Pipe By Other Than O en Cut 33 OS 24 LF 1,O15 $ 427.00 $ 433,405.00
9 3305.3010 24" DiP Sewer Camer Pi e B flpen Cut 33 OS 24 LF 179 S 430.00 5 76,970.00
IOA* 333L4330 27" PS115 ASTM F679 PVC 33 I I 10, 33 3l I3, 33 31 20 33 31 21 LF 105 $ 340.00 $ 35,700.00
I OB* 3331.4333 27" FRP D3262 SN72 Sewer Pi e 33 31 13 LF 105 a _
��A" 3331.4331 27" PSI15 ASTM F679 PVC, CSS Backfill 33 11 10, 33 31 13, 33 31 20, 33 31 21 LF 20
$ 375.00 $ 7 500.00
I lB* 3331.4334 27" FRP D3262 SN72 Sewer Pi e, CSS Backfill 33 31 13 LF 20 � _
12 3305.1007 42" Casin By en Cut 33 OS 22 LF 179 $ 570.00 $ 102 030.00
13 3305.1202 42" Casin unnel Liner Plate By Other Than en Cut 33 OS 22 LF I,O15 $ I,000.00 S 1,015,000.00
�4 0171A101 ConstructionSraking OI7123 LS I $ 67,000.00 $ 67000.00
IS 0241.0100 RemoveSidewalk 024113 SF 1,620 $ 5.00 $ 8,100.00
16 0241.0500 Remove Fence 02 41 13 LF 690 $ '7,80 $ 5,382.00
17 0241.2022 Remove 27" Sewer Line 02 41 14 LF I S $ I50.00 $ 2,250.00
18 3136.0104 Twisted Gabion Mattresses 31 36 00 CY 1,170 $ 270.00 $ 315,900.00
19 3231.021( Barbed Wire Fence, Metal Posts 32 31 26 LF 310 $ 10.00 $ 3,100.00
20 3213.0301 4" Conc Sidewalk 32 i 3 20 SF I,620 $ 6.20 $ 10,044.00
z1 3231.0306 16' Gate, Steel 32 31 26 EA 7 $ 2,800.00 $ 19,600.00
z2 3231.041 I 4' Fences, Wood 32 31 29 LF 380 $ 100.00 $ 38,000.00
23 3292.0201 Uriliry Service Surface Restoration Seedin 32 92 13 SY 68,360 $ 0.30 $ 20,508.00
24 330L0002 Post-CCTVIns ection 330131 LF 14,131 $ 1.50 $ 21,196.50
25 330I.0101 Manhole Vacuum Testin 33 O1 30 E.4 29 $ 280.00 $ S,120.00
26 3304.0002 Cathodic Protection 33 04 12 LS I $ 70,000.00 $ 7Q000.00
27 3305AL06 Manhole Ad'ustment, Major 33 OS 14 EA I $ 40,000.00 g 4Q000.00
28 3305.0109 TrenchSafety 330510 LF ]3,116 $ 4.20 $ 55,087.20
29 3305.0110 Utili Markers 33 OS 26 LS I $ 5,200.00 $ S�Zpp,pp
30 3305.01 l2 Concrete Collaz 33 OS I7 EA 29 560.00 $ 16,240.0(1
31 3339.0001 Epoxy Manhole Liner 33 39 60 VF 462 $ 400.00 $ 1g4,720.00
32 3339. ] OO I 4' Manhole 32 39 1 Q 33 39 20 EA 3 $ 4,000.00 $ 12,000.00
33 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA I $ 9,000.00 $ 9,000.00
34 3339.I003 4' Exha Depth Manhole 34 39 10, 33 39 20 VF 30 $ 180.00 $ 5,400.00
35 3339.1 I01 5' Manhole 35 39 10, 33 39 20 EA 23 $ 6,000.00 $ 138,000.00
36 3339.1 ]02 5' Drap Manhole 35 39 10, 33 39 20 EA 2 $ 9,200.00 $ 18,400.00
37 3339.1 l03 5' Extra Depth Manhole 36 39 ] 0, 33 39 20 VF 262 $ 275.00 $ 72,050.00
38 9999.0001 Connect to Existing 5' Manhole w/ CoFW Approved Boot 00 00 00
Connector, Complete in Place (per Sheet 8) EA I
S 15,000.00 $ I5,000.00
39 9999.0002 Remove & Re lace Exisun Gravel Gas Well Access Road 00 00 00 SY 100 $ 38.00 $ 3,800.00
40 9999.0003 Wa er 2050-50-IP 4' , Co lete in Placc 00 00 00 EA I $ 6,300.00 $ 6,300.00
41 9999.0004 Wager 2050-50-IP (5'), Complete in Place 00 00 00 EA 5 S 6,300.00 $ 31,500.00
42 9999A005 Wager 3000 Manhole Scrubber (4?, Com lete in Place 00 00 00 EA t $ 5,900.00 $ 5,900.00
43 9999.0006 Wa er 3000 Manhole Scrubber 5' , Com lete in Place 00 00 00 EA 6 $ 5,900.00 $ 35,400.00
44 9999.0007 Sil[ Fence, Com lete in Place 00 00 00 LF 1,030 E 1.30 $ 1,339.00
45 9999.0008 Rock Check Daro, Complete in Place 00 00 00 EA l0 $ 1,675.00 $ 16,750.00
46 9999.0008 As-Build Red Line Surve 00 00 00 LS 1 $ 7.250.00 � 725n nn
CI7Y OF FORT WORTH
STANDARD CONS7RUCTION SPECIFICATION DIX;UMEN7S - DEVE[APER AWARDED PROIECTS
Fonn Version Mey 12, 3019 Addendum 5
Md84
CPN 107531
004?47_bid-proposel m584-addendumno:5
aoa�a3
DAP - AID PROPOSAI
Page ? 0(2
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
M-584
UNIT PRICE BID
Projcct Item Infortna�ion
e�au5� u�m
No.
Descnp�ion
Specdicauon Scetion No. Unil of
Measure
1
2
3
4A•
46'
SA'
SB•
6A•
6B•
7
8
9
10
II
12
13
14
IS
16
17
IS
19
20
21
22
23
24
25
26
27
28
29
30
3l
32
is to bid eit6cr item 4A or 46 for 18" Pipe, either item SA or 58 for 18"
3331.41 IS 8" Sewer P� e PVC
3331.4201 ]0" Sewer Pipe PVC
3331.4208 12" Sewer Pipe PVC
3331.4225 I8" PSl IS ASTM F679 PVC
3331.4232 18" FRP D3262 SN72 Sewer Pipe
3331.4226 18" PSI IS ASTM F679 PVC CSS Backfill
3331.4233 18" FRP D3262 SN72 Sewer Pipe CSS Backfill
3331.4308 21" PSI IS ASTM F679 PVC
I3331.431 I 21" FRP D3262 SN72 Sewer Pipe
0171.0101 Conswction Staking
0241.0500 Remove Fence
024 L I 100 Remove As halt Pvmt
3201.0400 Tem orary Asphalt Paving Repair
3136.0104 Twisted Gabion Mattresses
3217.0001 4" SLD Pvmt Markin HAS W
3217.0002 4" SLD Pvmt Marking HAS
3231.021 I Barbed Wire Fence Metal Posts
3231.0306 16' Gate, Steel
3292.0201 Utility Service Sudace Restoration Seeding _
3301.0002 Post-CC"fV Inspection
3301.0101 Manhole Vacuum Testing
3305.0109 Trench Safety
3305.0110 Utility Markers
3305.0112 Concrere Collar
3339.00OI Epoxy Manhole Liner
3339.1001 4' Manhole
3339.1002 4' Drop Manhole � �
3339.1003 4'Ex[ra Depth Manhole
3471.0001 Traflic Control
9999.0009 Remove & Replace Existing Gravel Road _
9999.0010 Remove Existing Abandonded Gas Line
9999.0011 Wager3000 Manhole Scrubber 4'
9999.0012 Silt Fence
9999.0013 Rock Check Dam
Bidder's Application
- ����-a�vmon� c
ipc with CSS Bac and cither item 6A or 6B for 21" Pipe
33 I I 10, 33 31 12 33 31 20 LF 142
33 1 I 10 33 31 12 33 31 20 LF 20
33 1 I 10, 33 31 12 33 31 20 LF 110
33 11 10, 33 31 13 33 31 20 33 31 21 LF 2,976
33 31 13 LF 2,976
�33 1 I I0, 33 31 13 33 31 20 33 31 21 LF 52
33 31 13 LF 52
33 11 10, 33 31 13 33 31 20 33 31 21 LF 5 984
33 31 13 LF 5,984
01 71 23 LS I
02 41 13 LF 255
0241 IS SY 148
32 01 18 LF 35
31 36 00 CY 376
32 17 23 LF 85
32 17 23 LF 85
32 31 26 LF 255
32 31 26 EA 5
32 92 13 _ SY 40,032
33 01 31 LF 9,284
33 01 30 EA 27
33 OS 10 LF 9,284
33 OS 26 LS I
33 OS 17 EA 27
33 39 60 , VF 439
32 39 10, 33 39 20 EA 25
33 39 10, 33 39 20 EA 2
34 39 10, 33 39 20 � V F 277
34 71 13 � MO 2
00 00 00 „ SY 90
00 00 00 LF 60
�0 00 00 EA 10
DO 00 00 LF 745
DO 00 00 EA 3
DO 00 00 L3 �
TII:SANITARYSEWERIMPRAVEMENTS_SFCMFNT
Bid Summary
UNIT I: SANITARY SEWER IMPROVEMENTS - SEGMENT 1
UNIT II: SANITARY SEWER IMPROVEMENTS - SEGMENT 2
This Bid is submined by the entlty named below:
BIDDER: Ezcel AircrelY, LLC; DBA Ezcel Trenching
F.ND OF SF.CTIOPE
a�aa�rs rro��
Unit Price I Bid Valuc
S 180.00 S 25,560.00
S 180.00 E 3 600.00
a iso.00 a 19 800.00
S 227.00 S 675,552.00
a' -
S 255.00 S 13 260.00
S -
S 260.00 b 1,555,840.00
S -
a aa.000.00 s aa,000.00
S 7.80 S 1,989.00
S 52.00 $ 7 696.00
S 335.00 a I1,725.00
s z�o.00 a ioi.s2o.00
s io.00 a sso.00
a io.00 s sso.00
a io.00 a 2 sso.00
S 2,800.00 S 14,000.00
5 0.30 S 12 009.60
S I.50 $ 13 926.00
S 280.00 S 7,560.00
S 4.20 $ 38,992.80
5 5,200.00 S 5,200.00
S 557.50 S 15,052.50
$ 370.00 S 162,356.00
S 4 I50.00 S 103 750.00
S 7,750.00 S I5,500.00
S 184.00 S 50,931.20
$ 3,900.00 S 7,800.00
S 38.00 S 3,420.00
S 98.00 S 5.880.00
S 6,000.00 S 60,000.00
S 130 $ 968.50
S 1,700.00 S 5,100.00
$6,648,273.70
BY
r
crrick Cagc
TITLF.: pp¢re�fons tifanagrr
DATE: 7 hursda�, D1arch 24, 2022
1 ,}.,
;�� � .%.����i�,'�r�l 1,1
� � ��i i ,�.5 �,� ��� 4�
cm� oF FORr woRtti
Y1-51c4
STA�DARD CO�S1Rl:CT101: SP[CIFICATIOV DOCUMPV7S - Df VF.IAP[R AWARDF:D PRO1fCI'S CPN 101531
i'mm Venion �1ey ]2, 3019 Addendum 5 00-0?aI bid-proposel m.sea-mama�m.�o: s
00 43 13
DAP BID BOND FORM FOR PUBLICLY BID PROJECI'S ONLY
Page 1 of 1
BY THESE PRESENTS:
SECTION 00 43 13
DAP - BID BOND
That we, Excel Aircraft, LLC DBA Excel Trenching called the Principal, and Atlantic Specialty
Insurance Company a corporation or firm duly authorized to transact surety business in the State of
Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the
Obligee, in the sum of Five Percent of the Greatest Amount Bid and No/100 Dollars said Principal and
the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and
severally, firm by these presents.
WHEREAS the Principal has submitted a proposal to perform work for the following project of
the Obligee identified as:
M-584 Sanitary Sewer Interceptor Improvements
(Segment 1 & Segment 2)
NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the
Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the
Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such
proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in
accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for
the execution of the Contract in accordance with the proposal, this bond shall become the property of the
Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be
used to compensate Obligee for the difference between Principal's Total Bid Amount and the next
selected Bidder's Total Bid Amount.
SIGNED this 14th
:
Excel Aircraft, L
_- - ,� L.
day of March , 2022�
hing
and Title of Principal - Jerry Wayne Adams, CEO)
:
Atlantic Specialty Insurance
(Signature of
*Attach Power of Attorney (Surety) for Attorney-in-Fact
END OF SECTION
CITY Of fORT WORTH
STANDARD CONSTRUCfION 810 BOND FORM — OEVELOPER AWARDED PROlECTS
Form Version Aprll 2, 2014
Impressed
Surety Seal
Only
004313 BldBond_DAP.docx
M-584
CPN 303521
00 45 11 - 1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised April 2, 2014
SECTION 00 45 11
BIDDERS PREQUALIFICATIONS
1. Summary. All contractors are required to be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requirements below.
The prequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. The information must be submitted seven (7) days prior
to the date of the opening of bids. For example, a contractor wishing to submit bids on
projects to be opened on the 7th of April must file the information by the 31st day of March
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder’s
Prequalification Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Statement
(3) Statement of Cash Flows
(4) Statement of Retained Earnings
(5) Notes to the Financial Statements, if any
b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles
of Incorporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The firm’s Texas Taxpayer Identification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
number visit the Texas Comptroller of Public Accounts online at the
following web address www.window.state.tx.us/taxpermit/ and fill out the
application to apply for your Texas tax ID.
(2) The firm’s e-mail address and fax number.
(3) The firm’s DUNS number as issued by Dun & Bradstreet. This number
is used by the City for required reporting on Federal Aid projects. The DUNS
number may be obtained at www.dnb.com.
d. Resumes reflecting the construction experience of the principles of the firm for firms
submitting their initial prequalification. These resumes should include the size and
scope of the work performed.
e. Other information as requested by the City.
2. Prequalification Requirements
a. Financial Statements. Financial statement submission must be provided in
accordance with the following:
(1) The City requires that the original Financial Statement or a certified copy
be submitted for consideration.
M-584
CPN 103820
M-584
CPN 103521
00 45 11 - 2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised April 2, 2014
(2) To be satisfactory, the financial statements must be audited or reviewed
by an independent, certified public accounting firm registered and in
good standing in any state. Current Texas statues also require that
accounting firms performing audits or reviews on business entities within
the State of Texas be properly licensed or registered with the Texas State
Board of Public Accountancy.
(3) The accounting firm should state in the audit report or review whether
the contractor is an individual, corporation, or limited liability company.
(4) Financial Statements must be presented in U.S. dollars at the current rate
of exchange of the Balance Sheet date.
(5) The City will not recognize any certified public accountant as
independent who is not, in fact, independent.
(6) The accountant’s opinion on the financial statements of the contracting
company should state that the audit or review has been conducted in
accordance with auditing standards generally accepted in the United
States of America. This must be stated in the accounting firm’s opinion.
It should: (1) express an unqualified opinion, or (2) express a qualified
opinion on the statements taken as a whole.
(7) The City reserves the right to require a new statement at any time.
(8) The financial statement must be prepared as of the last day of any month,
not more than one year old and must be on file with the City 16 months
thereafter, in accordance with Paragraph 1.
(9) The City will determine a contractor’s bidding capacity for the purposes
of awarding contracts. Bidding capacity is determined by multiplying the
positive net working capital (working capital = current assets – current
liabilities) by a factor of 10. Only those statements reflecting a positive
net working capital position will be considered satisfactory for
prequalification purposes.
(10) In the case that a bidding date falls within the time a new financial
statement is being prepared, the previous statement shall be updated with
proper verification.
b. Bidder Prequalification Application. A Bidder Prequalification Application must be
submitted along with audited or reviewed financial statements by firms wishing to be
eligible to bid on all classes of construction and maintenance projects. Incomplete
Applications will be rejected.
(1) In those schedules where there is nothing to report, the notation of
“None” or “N/A” should be inserted.
(2) A minimum of five (5) references of related work must be provided.
(3) Submission of an equipment schedule which indicates equipment under
the control of the Contractor and which is related to the type of work for
which the Contactor is seeking prequalification. The schedule must
include the manufacturer, model and general common description of
each piece of equipment. Abbreviations or means of describing
equipment other than provided above will not be accepted.
3. Eligibility to Bid
a. The City shall be the sole judge as to a contractor’s prequalification.
b. The City may reject, suspend, or modify any prequalification for failure by the
contractor to demonstrate acceptable financial ability or performance.
c. The City will issue a letter as to the status of the prequalification approval.
M-584
CPN 103820
M-584
CPN 103820
M-584
CPN 103820
M-584
CPN 103521
00 45 11 - 3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised April 2, 2014
d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
the prequalified work types until the expiration date stated in the letter.
END OF SECTION
M-584
CPN 103820
M-584
CPN 103521
00 45 12
DAP PREQUALIFICATION STATEMENT
Page I of 1
SECTION 00 45 12
DAP - PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalifed contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Tvpe" box nrovide the comulete major work type and actual description as provided bv the Water
Deparhnent for water and sewer and TPW for pavin�.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Sanitary Sewer Interceptors
New Development, Open Cut
27" and under) EXCEL TRENCHING MARCH 2O23
Sanitary Sewer Interceptors,
Auger Boring or Tunneling, 42"
Diameter and under SKAGGS ROAD BORING MARCH 2O23
Sanitary Sewer
Manhole/Structure Interior
Lining - Warrren or Chesterton
Coatin BCAC MARCH 2O23
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
EXCEL AIRCRAFT LLC dba EXCEL TRENCHING
2228 SE LOOP 59
CARTHAGE. TX 75633
BY: Derri Gage
(Signature)
TITLE:Operations Manager
DATE: 03/24/2022
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROlECTS 00 4512 Prequalification Statement 2015 DAP.docx
Form Version September 1, 2015 � —
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
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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. CPN 103820. 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:
EXCEL AIRCRAFT LLC dba EXCEL TRENCHING By: DERRICK GAGE
Company (Please Print)
2228 SE LOOP 59 Signature:
Address
CARTHAGE, TEXAS. 75633 Title:
City/State/Zip (Please Print)
THE STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
DERRICK GAGE , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
tllE aCt 1riC1 deed Of EXCEL AIRCRAFT LLC dba EXCEL TRENCHING for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 24 "' day of
MAR , 2022.
��� Nkxka Medina ���
, , My Cortimiasion Expites `y/�/�[LZ� ��%2%C�G✓�(.,
�•'4 02/f8lZ02S
�� �o No. ��s2e�n Notary Public in and for he State of Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
M-584
CPN 103521
00 52 43 - 1
Developer Awarded Project Agreement
Page I of 4
SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on ll J�`6���'d- is made by and between the Developers,
4 HPC Wellington Nance Development Corporation and 170 Northstar Ranch Developer, Inc.,
5 authorized to do business in Texas ("Developer"), and Excel Aircraft, LLC; DBA Excel
6 Trenching, authorized to do business in Texas, acting by and through its duly authorized
7 representative, ("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
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IS
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Contractor shall complete all Work as specified 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:
M-S84 Sanitary Sewer Interceptor Improvements (Segment 1 dc Se�ment 2)
CPN 103521
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.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 400 working days after the date
24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
25 City Conditions of the Construction Contract for Developer Awarded Projects.
26 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 One Thousand Dollars ($1.000.00) 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 M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103521
Revised June l6, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of Nine Million, Six Hundred Forty-Two 'Thousand
40 Seven Hundred Sixty-Two & 30/100 Dollars ($9,642,762.30).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire agreement between Developer and
44 Contractor concerning the Work consist of the following:
45 1. This Agreement.
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2. Attachments to this Agreement:0
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affdavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachtnent
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICA'C[ON DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 10352!
Revised June 16,2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
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6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
egpense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnitication nrovision is snecificallv intended to ouerate
and be effective even if it is alleged or qroven that all or some of the damaees bein¢
sought were caused, in whole or in aart, bv anv act, omission or ne�ligence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, ezpenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own ezpense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is snecificallv intended to onerate and be effective even if it is alle�ed or
proven that all or some of the dama�es being sought were caused in whole or in nart
b_y anv act. omission or neeli�ence of the citv.
Article 7. MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awarded 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 WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103521
Revised June 16, 2016
005243-4
Developer Awazded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121
122
123
124
125
IN WI1'NESS 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:
Excel Aircr ft LL dba Ex I Tren ir�
�
B :
(Si n
Jerry Wayne Adams
(Printed Name)
Title: CEO
Company Name: Excel Trenching
Address:
2228 S.E. Loop 59
City/State/Zip: Carthage, TX 75633
%12�f22
Date
126
Developer:
�l�C !v�//�rZs��2c ��'-�'e 1%car,! �ra� �'�r�:2ara�i+�..
B
(Signature)
�� L�ced��
(Printed Name)
Title: ��" /�
Company name: f1.�G w,�//.j,oJ� ��e ,l>���o,r���
Address: �af��-�
300� ��,�sc S'�'�
_ ,SlLi'if' �O.S
City/State/Zip: JlL `�, >x 7,�aa�
l��a8'/ra-
Date � T
CI1'Y OF FORT WORTH M-584
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN l03521
Revised June 16, 2016
Bond #800109048
006213-1
PERFORMANCE BOND
Page 1 of 2
1
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SECTION 00 62 13
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Excel Aircraft, LLC dba Excel Trenching known as
�
"Principal" herein and Atlantic Specialry 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, HPC
Wellington Nance Development Corporation, authorized to do business in Texas ("Developer")
and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Nine
Million, Six Hundred Fortv-Two Thousand, Seven Hundred Sixiy-Two & 30/100 Dollars
($9,642,762.30), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas for the payment of which sum well and truly to be made jointly unto the Developer and the
City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities
20 Agreement, CFA Number CFA22-0044; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the �� day of f�ne , 20�, which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as M-584 Sanitary Sewer Interceptor
26 Improvements (Segment 1& Segment 2).
27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
28 shall faithfully perform it obligations under the Contract and shall in all respects duly and
29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
30 specifications, and contract documents therein referred to, and as well during any period of
31 extension of the Contract that may be granted on the part of the Developer and/or City, then this
32 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH M-584
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 103521
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 2
1 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 ali 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 2$� day of �v(1e
9 ,20 'L.
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ATTEST:
i Secretary
es Wyatt Adams
Witness as to P' cipal
Christy Moore, Account Manager
Witness to Sure
Mandy S elser, C
PRINCIPAL:
Excel Aircraft. LLC dba Excel Trenchinq
BY: 'I /�
~ S' ture � ✓
Jerry Wayne Adams, CEO
Name and Title
Address: 2228 S.E. Loop 59
Carthage. TX 75633
SURETY:
Atlantic Specialty Insurance Company
BY: �
ature
Colin Dale Pope, Attorney-in-Fact
Name and Title
Address: 6101 S Broadway, Ste 430
Tyle�, TX 75703
Telephone Number: 903-504-5462
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CI1'Y OF FORT WORTH M-584
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 103521
Revised January 31, 2012
intact
INSURANCE
Power of Attorney
KNOW ALL MEN BY THESE PRESENTS, that ATLAN'TIC SPECIALTY INSURANCE COMPANY, a New York corporation with its principal office in Plymouth,
Minnesota, does hereby constitute and appoint: Christy Moore, Colin Dale Pope, Ryan Slaughter, Amanda Smelser, Linda Tidwell, each individually if there be more
than one named, its tive and lawful Attomey-in-Fact, to make, execute, seal and deliver, for and on its behalf as surery, any and all bonds, recognizances, contracts of indemniry,
and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of: unlimited and the
execution of such bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof in pursuance of these presents, shall be as binding upon
said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by
authority of the following resolutions adopted by the Board of Directors of ATLANfIC SPECIALTY INSURANCE COMPANY on the twenty-fifrh day of September, 2012:
Resolved: That the President, any Senior Vice President or Vice-President (each an"Authorized Officer") may execute for and in behalf of the Company any and
all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and affix tt�e seal of the Company thereto; and that the
Authorized Officer may appoint and authorize an Attomey-in-Fact ro execute on behalf of the Company any and all such insh�uments and to affix the Company
seal thereto; and that the Authorized 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 given 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 all other writings obligatory in the nature thereof, and any such insuvment executed by any such Attomey-in-Fact shall
be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attorney-in-Fact is hereby authorized to verify any affidavit
required to be attached to bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof.
This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY
INSURANCE COMPANY on the twenry-fifth day of September, 2012:
Resolved: That the signature of an Authorized Officer, the signamre of the Secretary or the Assistant Secretary, and the Company seal may be affixed by
facsimile to any power of attomey or to any certificate relating thereto appointing an Attomey-in-Fact for purposes only of executing and sealing any bond,
undertaking, recognizance or other written obligation in the nature thereof, and any such signature and seal where so used, being hereby adopted by the Company
as the original signanue of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as thaugh
manually affixed.
IN WITNESS WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company
to be affixed this twenty-seventh day of April, 2020.
STATE OF MINNESOTA
HENNEPIN COUNTY
��Pj mu�eSM~3
r�p�.Y-�N..V9 1
3
a�V �'GpRPOqqIE,'9n's
-y� ��� m= %��i�
Y�._ 1986 �o' By •
%ys •'�ew Yo?.���:a�, .
s� 4w� .,* ,.��a,. Paul J. Brehm, Senior Vice Pressdei�tl
powuupN�W
On this twenty-seventh day of April, 2020, before me personally came Paul J. Brehm, Senior Vice President of ATLANTIC SPECIALTY INSURANCc COMPANY, to me
personally known to be the individual and officer desccibed in and who executed the preceding instrument, and he acknowledged the execution of rhe same, and being �� ine
duly swom, that he is the said officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the seal of said Company and ehat the s'aid seal �,3 the
signature as such officer was duly affixed and subscribed to the said insuvment by the authority and at the direction of the Company.
, AL{SOM DWAN NASH•TROUT
NOTARY P�BUC •MINNESOTA
My Commtssion Expires
clenuary 31. ?A2b
lSi'Y►��U'"'G/�
Notary Public
I, the undersigned, Secretary of AT'LANTIC SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby certify that the foregoing power of attomey is in full
force and has not been revoked, and the resolutions set forth above are now in force.
Signed and sealed. Dated 23rd day of .lune .�2.
This Power of Attomey expires
January 31, 2025
„ NhMIM1111�
�'��yty' �HIgV9c�,'•
Q�rG� G04+POp,q�9Z�s
_ �`: a7C/'1L �:In s
�°`., �s�s �o;
�C�dj� FW ro?�daa',c
�"�a.� �nal-`��a
�/��".�.�..r--_
Kara Barrow, Secretary ��
Please direct bond verificauons ro-�re Pa 'nta fln �r o, om
INIPOR'�ANT NOTICE
To obtain information or make a complaint:
You may coniact your agent.
AViSO tMPORTANTE
Para obtener informacion o para someter una queja:
Puede communicarse con su �gente.
You may call your Insurance Garrier's toil-free Usted puede Ilamar al numero de telefono gratis de su
telephone number for information or to make compariia de seguros para informacion o para someter
a complaint at: una queja al:
1-800�21-2729
You may also write to your Insurance Carrier
�
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
1-800�212721
Usted tambien puede escribir a su compania
de seguros en:
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
1-781�32-7671
You may contact the Texas Department of
Insurance fo obtain information on
companies, coverages, rights or complaints
�
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: uvuvw.tdi.texas.gov
E-maiL ConsumerProtection(�a,tdi.texas�,,,qov
1-781-332 7671
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
4-800-252�439
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: ConsumerProtection(a7tdi.texas.qov
PREMIUM OR CLAIM DISPUTES: 5hould DISPUTAS SOBRE PRIMAS ❑ 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 �qent comunicarse con el agente primero. 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 ,para proposito de informacion y no se convierte en parte
not become a part or condition of the attached condicion del documento adjunto.
document.
VCM PHId TX 001 1013
Bond #800109048
00 62 14 - l
PAYMENTBOND
Page 1 of 2
1
2
3
4
5
6
7
SECTION 00 62 14
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Excel Aircraft, LLC dba Excel Trenching , known as
8 "Principal" herein, and Atlantic Specialty Insurance Company , a
9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
11 Developer, HPC Wellington Nance Development Corporation , authorized to do business in
12 Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the
13 penal sum of Nine Million, Six Hundred Forty-Two Thousand Seven Hundred Sixty-Two &
14 30/100 Dollars ($9.642,762.30), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly and severally, firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number CFA22-0044; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the ,2,�� day of ,�(� , 20 2`z , which Contract is hereby
23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
24 materials, equipment, labor and other accessories as defned by law, in the prosecution of the
25 Work as provided for in said Contract and designated as M-584 Sanitary Sewer Interceptor
26 Improvements (Segment 1& Segment 2).
27 NOW, THEREFORE, 'TI� CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
31 force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised ]anuary 31, 2012
M-584
CPN 103521
006214-2
PAYMENT BOND
Page 2 of 2
2
3
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the. ��N' day of
6 S�ne , Zo 22 .
�
Witn ss as to ety
Mandy melser, R
ATTEST: By; /'
I Sign e
Secretary
. �
� '��
Witness as to Pri ci 1
Chrisry Moore, Account Manager
ATTEST:
(Sure Secret
Ryan Slaughter
8
9
10
11
12
13
14
PRINCIPAL:
Excel Aircraft, LLC dba Excel Trenchinq
Jerry Wavne Adams. CEO
Name and Title
Address: 2228 S.E. Loop 59
Carthage. TX 75633
SURETY:
Atlantic Specialty Insurance Company
BY:
Si ature
Colin Dale Pope, Attorney-in-Fact
Name and Title
Address: 6101 S Broadway, Ste 430
Tyler, TX 75703
Telephone Number: 903-504-5462
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH M-584
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PR07ECTS CPN 103521
Revised January 31, 2012
inta.ct
INSURANCE
Power of Attorney
KNOW ALL MEN BY THESE PRESENTS, that ATLANTIC SPECIALTY INSURANCE COMPANY, a New York corporatlon with its principal office in Plymouth,
Minnesota, does hereby constitute and appoint: Christy Moore, Colin Dale Pope, Ryan Slaughter, Amanda Sroelser, Linda Tidwell, 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 bonds, recognizances, contracts of indemniry,
and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of: unlimited and the
execution of such bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof in pursuance of these presents, shall be as binding upon
said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by
authoriry of the following resoluuons adopted by the Boazd of Directo�s of ATLANfIC SPECIALTY INSURANCE COMPANY on the twenty-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 behalf of the Company any and
all bonds, recognizances, con�acts of indemnity, and all other writings obligatory in the nature thereof, and afF'ix the seal of the Company thereto; and that the
Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company
seal thereto; and that the Authorized Officer may at any time remove any such Attorney-in-Fact and revoke all power and authority given to any such Attomey-in-
Fact.
Resolved: That the Attorney-in-Fact may be given full power and authoriry to execute for and in the name and on behalf of the Company any and all bonds,
recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and any such insuvment executed by any such Attomey-in-Fact shall
be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attorney-in-Fact is hereby authorized to verify any affidavit
required to be attached to bonds, recognizances, contracts of indemniry, and all other writings obligatory in the nature thereof.
This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY
INSURANCE COMPANY on the twenty-fifth day of September, 2012:
Resolved: That the signature of an Authorized Officer, the signature of the Secretary or the Assistant Secretary, and the Company seal may be affiated by
facsimile to any power of attomey or to any certificate relating thereto appointing an Attomey-in-Fact for purposes only of execudng and sealing any bond,
undertaking, recognizance or other written obligation in the nature thereof, and any such signature and seal where so used, being hereby adopted by the Company
as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though
manually affixed.
IN WITNESS WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company
to be affixed this twenty-seventh day of April, 2020.
STATE OF MINNESOTA
HENNEPIN COUN'I'Y
� „emo�n,,,,q,
s �P�:�Y -�Ns�9 ; �
a �v�' pAPORqI qZ,'' ,
. a. G c�' '• O- I���'i(�
'y: SEAL �:m=
�° �... 1986 'o-� By
=Z6�=�'Fw Yo�:�:�a�� � —
Paul J. Brehm, Senior Vice fhesideni
b �
4yVablu*�u a°a
On this twenty-seventh day of April, 2020, before me personally came Paul J. Brehm, Senior Vice President of ATLANTIC SPECIALTY INSUNrADiCE f,OMPANY, to me
pecsonally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledg� the execution of the same, aed b?ing �y me
duly sworn, that he is the said officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the seal of said Company and �'iat the said seal aad the
signature as such officer was duly affiaced and subscribed to the said instrument by the authoriry and at the direction of the Company.
ALISON DWAN NASH•TROUT
NOTARY PUBLIC •MINNESOTA
My Cocnmission Expires
b January 31, 2026
%��V�� "'r /�
Notary Public
I, the undersigned, Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby certify that the foregoing power of attorney is in full
force and has not been revoked, and the resolutions set forth above aze now in force.
Signed and sealed. Dated 23rd day of June .�2.
This Power of Attomey expires
January 31, 2025
�N��H11�n�11rryA �
ia+�Q'�'SY' �Ns�9,,�,
r G.. '' 9 'i
=v : GSP�1L� me
_� 1986 : �;
s�Zd .tiFw ro?��� a
,, )�� . _ �d a
w�, * r
44i% �n��a°°
����-�;�--
Kara Barrow, Secretary �
Please direct bond verifications to sure Pa intacunsurance.com
�nnPo�r��rr n�oric�
To obtain information or make a complaint:
You may contact your agent.
AVISO IIVIPORTANTE
Para obtener informacion o para someter una queja:
Puede communicarse con su �qente.
You may call your insurance Carrier's toll-free Usted puede Ilamar al numero de telefono gratis de su
telephone number for information or to make compania de seguros para informacion o para someter
a complaint at: una queja ai:
1-800-321-2721
You may also write to your Insurance Carrier
�
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
1-800321-2721
Usted tambien puede escribir a su companfa
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 information on
companies, coverages, rights or complaints
�
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 c(�,tdi.texas.qov
1-781�32-7671
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
cobe�turas, derechos o quejas al:
i-800-252�439
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: ConsumerProtection@tdi.texas.�ov
PREMIUM OR CLAIM DISPUTES: 5hould DISPUTAS SOBRE PRIMAS o RECLAMOS: Si tiene
you have a dispute conceming your premium una dispufa concerniente a su prima o a un reclamo, debe
or about a claim you should contact the agent comunicarse con el agente primero. 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 opara proposito de informacion y no se convierte en parte
not become a part or condition of the atfached condicion del documento adjunto.
document.
VCEN PHId TX OD1 1013
Bond #800109048
006219-1
MAINTENANCE BOND
Page 1 of 3
1
2
3
4
5
6
7
8
9
SECTION 00 62 19
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we Excel Aircraft, LLC dba Excel Trenchinq known as
"Principal" herein and Atlantic Soecialtv Insurance Company , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, HPC
11 Wellington Nance Development Corporation, authorized to do business in Texas ("Developer")
12 and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Nine Million.
13 Six Hundred Forty-Two Thousand, Seven Hundred Sixtv-Two & 30/100 Dollars ($9,642,76230),
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment
15 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and
16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
17 jointly and severally, firmly by these presents.
18
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
21 Agreement, CFA Number CFA22-0044; and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the 2i* day of V vfl-2 , 20� , which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other 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 M-584 Sanitary Sewer Interceptor
28 Improvements (Segment 1& Segment 2); and
29
30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
31 accordance with the plans, specifications and Contract Documents that the Work is and will
32 remain free from defects in materials or workmanship for and during the period of two (2) years
33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
M-584
CPN 103521
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal 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 obligation 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 full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer 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
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall 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
2U successive recoveries may be had hereon for successive breaches.
21
F�a
23
CITY OF FORT WORTH M-584
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 103521
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the �� day of
3 20�.
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
A ST:
(P ipal) Secretary
J es Wyatt Adams
' V
Witness as to Prin '
Christy Moore, Account Manager
PRINCIPAL:
Excel Aircraft LLC dba Excel Trenching
B :
nature
Jem Wayne Adams, CEO
Name and Title
Address: 2228 S.E. Loop 59
Carthage TX 75633
SURETY:
Atlantic Specialty Insurance Company
BY:
Signa ^
Colin Dale Pope, Attorney-in-Fact
Name and Title
Address: 6101 S Broadway, Ste 430
Tvler, TX 75703
Telephone Number: 903-504-5462
37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address, both must be provided.
40
41
42
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH M-584
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 103521
Revised January 31, 2012
inta.ct
INSURANCE
Power of Attorney
KNOW ALL MEN BY THESE PRESENTS, that ATLANTIC SPECIALTY INSURANCE COMPANY, a New York corporation with its principal office in Plymouth,
Minnesota, does hereby consdtute and appoint: Christy Moore, Colin Dale Pope, Ryan Slaughter, Amanda Smelser, Linda Tidwell, each individually if there be more
than one named, its �ve and lawful Attorney-in-Fact, to make, execute, seal and deliver, for and on its behalf as surery, any and all bonds, recognizances, contracts of indemniry,
and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of: unlimited and the
execuuon of such bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof in pursuance of these presents, shall be as binding upon
said Company as if they had been fully signed by an authorized of�cer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by
authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-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 behalf of the Company any and
all bonds, recognizances, cona�acts of indemnity, and all other writings obligatory in the nature thereof, and affix the seal of the Company thereto; and that the
Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such insuvments and to affix the Company
seal thereto; and that the Authorized 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 given full power and authoriry to execute for and in the name and on behalf of the Company any and all bonds,
recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and any such instrument executed by any such Attorney-in-Fact shall
be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attomey-in-Fact is hereby authorized to verify any affidavit
required to be attached to bonds, recognizances, contracts of indemniry, and all other writings obligatory in the nature thereof.
This power of attomey is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY
INSURANCE COMPANY on the twenty-fifth day of September, 2012:
Resolved: That the signature of an Authorized Officer, the signature of the Secretary or the Assistant Secretary, and the Company seal may be affixed by
facsimile to any power of attomey or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond,
undertaking, recognizance or other written obligadon in the nature thereof, and any such signature and seal where so used, being hereby adopted by the Company
as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though
manually affixed.
IN WITNESS WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company
to be affixed tlus twenty-seventh day of April, 2020.
STATE OF MINNESOTA
HENNEPIN COUNTY
�d s,,,,a, s ,A y
: �A�' Y'�N•.v9'-
Q4�G� GpRPOqqlE;.9�% �rl���
E m � .S�l.. `R` "__ I/���
�r�•. 1986 �o II By �
4k s'��'Fw roQ�'.aa�= - a
� 1� ��, Paul J. Brehm, Senior Vice ?resi..ent
4�04, *4N ;p.�`
On tt►is twenty-seventh day of Aprii, 2020, before me personally came Paul J. Brehm, Senior Vice President of ATLANT'IC SPECIALTY INSURANGE COMPANY. to m:
personally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of che �me, d:d be:ng by me
duly swom, that he is the said officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the seal of said Company and ttyat the said`seal an;i the
signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company.
, AL{SON DWAN NASH•TROUT
N07ARYPUBUC•MINNESOTA
My Commission Explres
January 31, 2026
lY�'r1��2"'G1�
Notary Public
I, the undersigned, Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY, a New York Corporation, do hereby ceitify that the foregoing power of attorney is in full
force and has not been revoked, and the resolutions set forth above are now in force.
Signed and sealed. Dated 23rd day of June .�2.
This Power of Attorney expires
January 31, 2025
r.xa�nmma
� `�Q^�'SY' �NSU9y'-,,
: ¢�: GpPPOt{q��; : p s
e�: SEAL .ms
_° =. 1986 'o=
c r •,
ti�y �Fw „oP'��a�;
yy%1� ...... � *���
�oam�na•.o°
,:/�ct.-.---.-.r�~"
Kaza Bazrow, Secretary
Please direct bond verifications to sure (�intacdnsurance.com
IiU1PORTAfVT NOTiCE
To obtain informafion or make a complaint:
You may contact your agent.
AVISO IIVIPORTANTE
Para obtener informacion o para someter una queja:
Puede communicarse con su agente.
You may call your Insurance Garrier's toll-free Usted puede Ilamar al numero de telefono gratis de su
telephone number for information or to make companfa de seguros para informacion o para someter
a complaint at: una queja al:
1�fi0-321-272'i
You may also write to your Insurance Carrier
�
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
1-800321-2721
Usted tambien puede escribir a su compania
de seguros en:
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
1-781�32-7671
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
�
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: eonsumerProtection(a�tdi.texas.qov
1-781�32-7671
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-800-252�3439
Puede escribir al Departamento de Seguros de
Texas:
P.O. Box 149104, Austin, TX 78714
Fax: (512) 490-1007
Web: www.tdi.texas.gov
E-mail: ConsumerProtection(a�tdi.texas.qov
PREMIUM OR CLAIM DISPUTES: 5hould DISPUTAS SOBRE PRIMAS a RECLAMOS: Si tiene
you have a dispute conceming 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 primero. Si no se resuelve la
first. If the dispute is not resolved, you may disputa, puede entonces cumunicarse con el
contact the Texas Department of Insurance. departamento (TDI).
ATTACH THIS NOT�CE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este aviso es solo
This notice is for information only and does ,para proposito de informacion y no se conviette en parte
not become a part or condition of the attached condicion del documento adjunto.
document.
VCM PHN TX 007 1013
.
J����, surety
IN9UMANCE
Fi��7EF2 ADDING ADDITI�NAL OBLIGEES
7� BE ATTACHEd T� and form a part of Bond Nb, eQa����4� , da#ed the 7_�t_ _ day of
�u�y �a�� , issu�d 6y ATLANTIC SP��IAL7Y INSURANCE COMPANY, 805
Highway 169 hlarth, S�ite 80Q, Plymauth, Minne��ta, IISA 55A�1 as Surety, on be�alf of
�xcef Aircr&ft, LLC DBA �xcel Trenching
FIPC WelEington hlance �evelopmenE Carparatian and the City of Fbrt WOrl�ti
WHEREAS, upon khe request of khe Principal and Obligee, the attached bbnd is hereby amended ko add
170 Northst8r Ranch developeC, Int.
as Obligee.
as �n Addi#i�n�l �bligee(s)-
PR�VIDED HOWEVER, th�re shall �Oe no liabili#y ur�der #his band ta the Addit€onal Oblig�es, or any of them, urrless #he
said Additiar�al �blige�s, �r �ny of them, shall make paymen#s to #he Principal in accord�nc� wi#h the terms of s�id
contract as ta payments, �nt! sh�l� perform aff of khe o#h�r m�terial abligations ta be performed under said contrac# 2k #he
time and in the manner ther�in s�t forth which has nok been remedied ar wai�ed; afI af the �cts of one Add�tion�l Obligee
being binding on the otE�er.
In no e�ent shall th� Surety be li�ble in khe aggregate ko the Additiona! Obligees far mar� th�n the penal#y of the
�erformance Bond, nor sh�ll it �e li�i�l� exce�t for a single payment far each singla bre�ch or defaulf. A# #he �ureEy's
electian, any payment due to any Additional pbligee may be rr�ade by its ch�cic issued jointiy to all,
The att��h�d bond shafl be subject to alf of i#s #erms, conditio�s and limitatians except as herein rnodifieci.
Sigrred, se�led �nd dated this .��t day af �ugust 2022
1 ' �, f ( -- 1
� � `i � ��� �..�� �Y:
: � � • l,
itne5� Christy Mo�r� ccount Manager
Excel Aircraft, Ll,� ❑BA �xcel Trenching
- 1 „ J :��
1 l�l r ���
Princip,�l Jerry Wayne A ms''
� {�EALj
1TS; CEO
Atlaniic 5pecialty Insuran�e Company
� � � ��, .
4 � ��f.����� �� �1'rli�-������� ��: ' � ��-
Witnes� Mand �Ci1B1881', �1CCptlnt ASsistBnt Attofn,ley-In-F Ct Colin bala P` pe, Vlce Presideni ���L
� \. �
F2ev. p7�2812D20
645 Highw�y 169 North, Sulte 80a
Plymouth, Minnesota, U5A 5544�
Web� intactspecialty,cam/sureky
�-rn�if: surety�intactinsurance.com
Page 1 af 2
Principal, in f�var of
��t�.�t� �►
iN�u��Hea
1�1� �_l1 \ si� • +'
The Additional Oi�ligee hereby acknowledge that th�s agreement is subject to the preoederrt concfition thaE the
Additlor�al Obligee shaif have no right of action agafnst the Princlpal pr the Surefy except such as the Owner
himlherseli wauld have if suing and shall be subject to a!I ofisets and defenses hawerrer arisir�g which would be
available against t�e Owner.
ln no even# shall the Surery be liable in �e aggregate to the Obtigess for mare than the penaity ofttte
Per�ormance Bond, nor shall it be liabfe except tar a single payment for each single breach or default. At the
Surety's electEon, any payment due to any Obli$ee may be made by its check issued Jointly #o all.
WITNESS the following signatures and seals this �� day of Au�ust 2022
{Of7ligee) �70 Northsta Ftanch Der+eloper, tf1C. ������+����� T�NA MICHELLE LEW1S
ro`,�YaLO�,`_Notary Putrlia Stata of Texas
BY: :����= C°Hp a y Dr �251796$925
.
•,,hoiti���.
�
WETNESS: L� � (SEAL}
(Obligee)
BY;
WIl"NEBS� (S�AL}
(O�ligee}
BY:
WI7NESS: {$�AL)
(Obligee)
BY:
WITNESS: �SEAL)
Rev, 07128120'1D
605 Hlghway 169 North, Sulte 80D
Plymouth, Mlnnesote, IlSA 55k41
web: Intactspedalty,com/surery
E-mai1: surety�intact[nsurance.cam
Page 2 0! 2
�n�ha.c�
iwsueaNCF
PQw�r o�F Attv�-a�ey
tCNc]w ALL MEN f3Y "l`I-[�S[: �I�L'SL•:N'I`S, thai ATf.AN"1"iC SpL�CIAL7Y INSURANCG COMPAI�Y, a New Yark coi�poradon wish iis j}FIf1C�j��l nFfi{e in 3'lymq��th,
MlnneSofa, d[�es herehy rr�nST��+ite and app4ln�; �:hri5#y IVlqnrp, (:olin Uale !'qpe, E�yan $l�ugl�ter, Amanda Smclscr, Linil� TidwCll, each indivif�u�illy iF ilrcrc �,c nrorc
than one named, its [rue and lativful Attomey-in-Facl, to make, execule, seal and deliver, fUr �nsJ uu it� bch3lf as 5ure[y, �ny 1�sd �11 boilds, i�Cqg�ilxlnres, cprnr,-��15 pf fndCnllllly,
��rd al! ad7er wrli[ngs a6ligaiary ii1 d�e na�u3�e �hercof; pi'avidCd il171 n4 b4nd ol' undCrtaking execl�ted 4lnder thl5 authorily 5hall esceed in amnunt lhe sum of: uttlhitilcJ and die
p%@Cutinn qf Such band5, rGCo�niza��p5, cpntra�[s o� inderrEni�y, and all nther writin�s obli�alnry in the naLure thereol ii� pursuanCc UI ll�cSC [�rc9cril5, St13I� I7C 85 �}I�I�iii� Il�101k
said C:ompany �s iF th�y had �eCn Fully signcd by �n au[horixed offiCer of dte Comp��ly �rtd se�jCd 4vilh tl1e Conlpolly se�1, Ti Ilis �ower �€ Artnrney is made and Qxeeut�d 1�y
au�hori�y of dre followinB �esolt�ua��s adapred by �he [�aa�d of 171recroi�s of ATLANTIC SPF,CiAf.1Y INS[lRANCF. C�ivIRAiVY nn the twenty-fifrli day of September, 2Q1?:
Ftesulved: Z'l�aL dte presidcnl, any Scniur Vire i'rc5idciu or Vice�YrcSiden[ (e�Cll �u "Au[f14riGed OfflCel'") Ill;iy CxeCur� fo� dnd ip behalf oF the C4mpany any and
all hnnds, re�ngnizancas, cnntra�ts nf indernnity, and all othes writin�s obligatnry in the natvre diere4f, �nd aFfix dre seal ad dre CamQ7ny �herc�o; �nd Ih1I dle
Au[ha1'i7.ed OfflCel' mly opp4lii[ H[Id iu[hoel7.e nn A[[o�ney�ln�k'nCt kn exprute nn hehalP nF the Cnmpany any aod all such inswments �nd m aFfix [he Campany
sc�i llmre[o; and [!15[ 11ie Aullourized Ufficce rn5y �l :l�ry [in]c rrmuvC �11y SUCII r"�u41'�ley-in-F7C[ ,lled rev4ke sll powef and authnrity gi�en to any such Altnmey-in-
Fact.
liCSolvCd: '1'liut LI�C AllunsCy-iu-Y�aCI �ll�ly �ac �ivc�l ful] �}OWCr 0ud 3ud10Pi[y [a CX�CUIc fOf dlld !Il Ih�' !»mr and pi� bel�alF of the C:om�sany any and alC bonds,
recognizances, cnmracts nf indemnity, and all nther writings aUliga[ury in lhc n�lurc tliercui, a�rd a�ry such Ins�rwnent exec��tecR by any such Arsnrney-in•�'act shalf
bC 45 bintlj�� U�7pn �h@ �'p�n�};any aS i� $i����i ,�i��i 4C�I�d hy s3n Authnrixed Clfficerand, furthcr, the Atturney-in-Y'aCl is hcre�y �udlorltCd to Vt�lfy C�ny �fEidavit
r�yuired �o !ar auacl�ed ro Uouds, rccog�v�a��ces, coistr7cts ui indcntni[y, �ild iif qdlel' w1'i�ings phligatory in the naturc il�ereoF.
Thls pocver of 3t[orney is stgned t�n[i se}led by facsin�ile under �he auchnriky nf khe Pollowin� Resolution adopted 6y t3ie i3uard af Uirec�ors of ATLANT[C SPCCIAL'1'Y
1NSUfiftNCE COMPANY an dre lwcir�y-iifcf� day uf Sc�sicinbcr, 2012;
Resolved� Tlial the signawre nf an Authnrized dfficer, the signature of the Secretary or 11�c Assisl;�u! Secrewry, oud �ltc Cau�paisy seil may bc nfttxed Ly
f�C511111�e �p Ally powel' qf �3[[ot'n?y ol' m any Ce1'[iflca[e relaling kheresn a�SpnintinF an Atmrney-in-Fact for purposes only of cxeculii�g �iid 3e�ling �ny 6ond,
undcrlaking, rccogniLanec ur o��cr ti�ri�ren u�liga�iai� i,� il�c r�awrc ti�ercof, nnd Any such Slgnr��urC anrl seal where so used, heinq hereby adopted 6y the C:ompany
as the ariginal signature aF such oEficer and die ori6inal se�i of dit C;ampany, w 6r v�lid a�sd l;inding upon �he Campany wid� she same iarce and effeci zs tlwuglx
rpanuall,y affix�d-
IN WITNCSS W1iEREOf, ATLAI+�E'[C SPECTALTY INSURANCF CDTv1PANY h�s r,aused these �reSeots m 6e signed 6y an Authoriud OFficcr 5nd �hc se:�l e�F �ha Cumpany
[O bL':llfl]CC{.I L}]LS LWL'[1LySCVI'lILI1 (ja}� UI iI�YII, 20'lD,
5TATE OF MiNNFSC}TA
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`�w1�� � rQP*a��� pau� J. l%fehm, Seninr Vice President
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Un tliis twenly-sevcudi d�y u[ A�aYi1, 2d24, bcfosc �uc prrso�ia[ly ca«ie Paul J, Brelsuy, Seniol' ViCp P�esi��n� of p'TLANTIC: 5PECIAL'lY 1NSLlkZ11NC� CUMPANY, to me
persnnally kna;vn ta 6e the individual and ofFicerdescri6ed in �nd whb exeCu[ed Ihe pr�Ceding II]Su'umen[, ;ind hC 3Cknr7w[eriged ehr execulinn nf the same, and heing hy me
duly swql•i�, �hak hc I5 the said pFficer of rhe C:'nmpany afnresaid, and that the seal affixed to the preccding instrumciit is tlie sc;ll 4f sakd Compi�ny and rh81 ihe snld scill and lhe
signawrr �s suelr o(fic[r w�s duly affixed and suhscribed ro �he sald inskn�men[ by lhe �uthnrlay and at the dirnction af die Gumpany.
^� ALISON DWAM NA5H•�'aOUT
HOTARY PU9LIC-MINHESOPA
My Cnmmfsefon Explres
January 31, 2026
�/ }!�7'j .2F{G /lR�.
,�,
Noaary Pu61ic
[, the undersigned, Secretary af Al'LAN'['!C S1�LL[AL'f`Y INS�JRAIVCG COMPAIYY, a New York Cor[foririnn, dn hereby certify that the foregoing power oE attomey is in fu]!
f4rCe dnd hds nqk heen reunkerl, and the resnlutinns set farth ahn�e are now in force.
Slgned and scalyd, [�ased 1 st d,y of ,�1u us�. 2022.
This Pawcr af litWrocy expires
january 31, 2025
.,+•'�i Y ��I N .SV''v
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;+� SEAL m;
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�7f �,i��.;r����� ""��'s
r���#'�""• ���3M'-r`^� — ,
lCara Rarfow, SeCfekary
Ple15e dlfeCt bond vcRfitations to 51I[�',U'.$I}-illl��<<����l�r:inci�.c��m
IMPORfANT �lOTICE
70 ob#ain infarrnatian or make a complaint
You may c�ntact your ag�n#,
AViSO IMPORTANTE
P�ra obtener infvrrnacian o para sameter un� queja;
P�ede earrtmunicarse con su agente.
You may call your Insurance Carrier's toll-free Usted puede IEam�r �I numero de teiefona gratis de su
ke�eph�ne number for infarmatian o� to mak� compar�la de �eguros para infarmacian o p�r� someter
a complaint at: une queja al:
1 �00��1-27'21
You may als4 wrike to your Ins�rance �arrier
�
A#lanttc Special#y Insurance Comp�ny
Paralegal
6d5 Highway 1B8 Nor#h, �uiie 8Q0
Plyrriouth, MN 554�}1
7 �OQ�21-2721
IJsted tambien �uede escribir a su camp��if�
da seguros en;
Akl�n#ic Specialty �nsurance Company
Paralegal
805 �lighway 168 North, �uite 8�Q
I'lymauth, MN 554�1
�-78�-332-7671
Ya� may con#act the �exas Dep�rtrnent �f
Insurance to obkain informati�n e�n
campanies, caver�g�s, rights or camplain#s
�
"i �40-252�439
You may write the Texas Department af
Insurance:
P.O. Box 1481 �4, Aus#in, TX 787� 4-91 D4
F�x; (512) 48i]-1007
Web: www.tdi.t�xas,gov
�-mail: CanaumerProt�ctianC�]tdi,tex�s.Uov
1-781�32-7671
Puede comunicarse con el departamer�to de Seguras de
Tex�s p�ra ob#ener infarmacion acerc� t[e companias,
caberturas, derechos o q�ejas al;
9 �00-252�439
Puede escribir al pepartamento de �eguros de
T�x�s:
P,D, Box 1481p4, Austin, T}C 78714
F�x: (512) 480-10Q7
Weh: www,tt�i.texas.gov
C-mail: ConsumcrPratectionC�tdi.tsxas.gflv
PREMiUM OR �E,AIM DI��U7�S: Should p1SPUTA� SOBI�� pRIMAS ❑ R�CIr4MOS: �i tiene
you have a dispute cancerning your pr�mium un� disputa concerniente � su prim� o� un reclsrna, debe
or about a�I�im you should cont��t tMe agent c�municar�e cQn el agenie primera_ Si n� s� r�suelve la
first, If the dispute is not resalved, you rr��y disputa, puede entonces comunicarse can el
cantact the Texas Deparkment of Insurance_ departarnento (TDI),
A7'7ACH iHIS NOTICE TO YOUR POLICY: UNA ESTE AVISO A SU POLIZA: Este a�isa es sola
This natice is f�r informalior� anly �nd daes opara proposit4 de inform�cion y no �e eon�ier#e en parte
not becpme a part ar canditian of tF�e �tt�ched candicion del documento ad�unto.
document.
VCNE PMN TX 009 141�
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH [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 Phase 6A-2
CPN 103437
M-584
CPN 103820
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 Phase 6A-2
CPN 103437
M-584
CPN 103820
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 Phase 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
01 31 20 - 1
DAP PROJECT MEETINGS
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 31 20
PROJECT MEETINGS
[Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.]
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations 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. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of meeting to be determined by the City.
3. Attendees
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a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City’s representatives
f. Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
l. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
o. Review monthly pay request
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Revised July 1, 2011
p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
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
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CPN 103820
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DAP CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 32 16
CONSTRUCTION PROGRESS SCHEDULE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General requirements for the preparation, submittal, updating, status reporting and
management of the Construction Progress Schedule
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
Document
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
A. Definitions
1. Schedule Tiers
a. Tier 1 - No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2 - No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3 - Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
projects
d. Tier 4 - Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another governmental entity
e. Tier 5 - Schedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the schedule.
3. Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
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Revised July 1, 2011
4. Schedule Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, critical path items, etc
B. Reference Standards
1. City of Fort Worth Schedule Guidance Document
1.4 ADMINISTRATIVE REQUIREMENTS
A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as required in the City of Fort Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the work to be performed and known issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and preparing reports.
B. Progress Schedule
1. Update the progress Schedule monthly as required in the City of Fort Worth
Schedule Guidance Document.
2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
3. Change Orders
a. Incorporate approved change orders, resulting in a change of contract time, in
the baseline Schedule in accordance with City of Fort Worth Schedule
Guidance Document.
C. Responsibility for Schedule Compliance
1. Whenever it becomes apparent from the current progress Schedule and CPM Status
Report that delays to the critical path have resulted and the Contract completion
date will not be met, or when so directed by the City, make some or all of the
following actions at no additional cost to the City
a. Submit a Recovery Plan to the City for approval revised baseline Schedule
outlining:
1) A written statement of the steps intended to take to remove or arrest the
delay to the critical path in the approved schedule
2) Increase construction manpower in such quantities and crafts as will
substantially eliminate the backlog of work and return current Schedule to
meet projected baseline completion dates
3) Increase the number of working hours per shift, shifts per day, working
days per week, the amount of construction equipment, or any combination
of the foregoing, sufficiently to substantially eliminate the backlog of work
4) Reschedule activities to achieve maximum practical concurrency of
accomplishment of activities, and comply with the revised schedule
2. If no written statement of the steps intended to take is submitted when so requested
by the City, the City may direct the Contractor to increase the level of effort in
manpower (trades), equipment and work schedule (overtime, weekend and holiday
work, etc.) to be employed by the Contractor in order to remove or arrest the delay
to the critical path in the approved schedule.
a. No additional cost for such work will be considered.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessary to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, make findings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the total number of days allowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
the network will not be the basis for a change therein.
2. Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float or slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project.
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Revised July 1, 2011
c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of different contractors, the City will
determine the work priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of any work due to such circumstances shall not be
considered as justification for claims for additional compensation.
1.5 SUBMITTALS
A. Baseline Schedule
1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
B. Progress Schedule
1. Submit progress Schedule in native file format and pdf format as required in the
City of Fort Worth Schedule Guidance Document.
2. Submit progress Schedule monthly no later than the last day of the month.
C. Schedule Narrative
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D. Submittal Process
1. The City administers and manages schedules through Buzzsaw.
2. Contractor shall submit documents as required in the City of Fort Worth Schedule
Guidance Document.
3. Once the project has been completed and Final Acceptance has been issued by the
City, no further progress schedules are required.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
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. The person preparing and revising the construction Progress Schedule shall be
experienced in the preparation of schedules of similar complexity.
B. Schedule and supporting documents addressed in this Specification shall be prepared,
updated and revised to accurately reflect the performance of the construction.
C. Contractor is responsible for the quality of all submittals in this section meeting the
standard of care for the construction industry for similar projects.
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
M-584
CPN 103820
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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 6A-2
CPN 103437
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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 6A-2
CPN 103437
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DAP SUBMITTALS
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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 6A-2
CPN 103437
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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
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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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
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7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
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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
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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.
M-584
CPN 103820
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]
M-584
CPN 103820
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
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 Phase 6A-2
CPN 103437
M-584
CPN 103820
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 Phase 6A-2
CPN 103437
M-584
CPN 103820
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 Phase 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
01 71 23 - 1
DAP CONSTRUCTION STAKING AND SURVEY
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 71 23
CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 01 33 00.
B. All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
1. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
M-584
CPN 103820
01 71 23 - 2
DAP CONSTRUCTION STAKING AND SURVEY
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
B. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City’s Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor’s responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor’s neglect, such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup. The cost for staking will be
deducted from the payment due to the Contractor for the Project.
B. Construction Survey
1. Construction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that control data established in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to determine which
horizontal and vertical control data will be required for construction survey.
c. It is the Contractor’s responsibility to coordinate Construction Survey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
1) City shall perform replacements and/or restorations.
3. General
a. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work as it progresses for Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for each manhole or
junction structure
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 250 linear feet
M-584
CPN 103820
01 71 23 - 3
DAP CONSTRUCTION STAKING AND SURVEY
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) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
(c) Cleanouts
c. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
d. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Established benchmarks and control points provided for the Contractor’s
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, immediately notify
the City and correct the installation in accordance with the Contract
Documents.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
M-584
CPN 103820
01 71 23 - 4
DAP CONSTRUCTION STAKING AND SURVEY
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
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
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 6A-2
CPN 103437
M-584
CPN 103820
GC-4.02 Subsurface and Physical Conditions
Page 1 of 1
Ventana Phase 5A
CPN 102574
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
M-584
CPN 103820
M-584
CPN 103521
GEOTECHNICAL EXPLORATION
M-584 SANITARY SEWER MAIN
Off Wagley Robertson Road, W. Bonds Ranch Road, Willow Springs Road, and Sebright Trail
Fort Worth, Texas
ALPHA Report No. W212227
December 15, 2021
Prepared for:
LJA ENGINEERING, INC.
3017 W. 7th Street, Suite 300
Fort Worth, Texas 76107
Attention: Mr. Kyle Salzman, P.E.
Prepared By:
Geotechnical
Construction Materials
Environmental
TBPE Firm No. 813
5056 Brush Creek Road
Fort Worth, Texas 76119
Tel: 817-496-5600
Fax: 817-496-5608
www.alphatesting.com
Dallas • Fort Worth • Houston • San Antonio
December 15, 2021
LJA ENGINEERING, INC.
3017 W. 7th Street, Suite 300
Fort Worth, Texas 76107
Attention: Mr. Kyle Salzman, P.E.
Re: Geotechnical Exploration
M-584 Sanitary Sewer Main
Off Wagley Robertson Road, W. Bonds Ranch Road, Willow Springs Road, and Sebright
Trail
Fort Worth, Texas
ALPHA Report No. W212227
Attached is the report of the geotechnical exploration performed for the referenced project. This
study was authorized by Mr. Kyle Salzman on June 24, 2021 using Master Subconsultant Services
Agreement between LJA Engineering, Inc. and Alpha Testing, LLC dated March 12, 2020 and
performed in accordance with ALPHA Proposal No. 83978 dated May 10, 2021.
Borings 9, 10, and 15 were inaccessible and are therefore excluded from the study.
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 recommendations to aid design and construction of a new sanitary sewer
line.
ALPHA TESTING, LLC 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, LLC
December 15, 2021
Karina Cohuo Gregory S. Fagan, P.E.
Geotechnical Project Manager Geotechnical Sr. Project Engineer
KC/GSF-BJH/en
Copy: Client (1)
TABLE OF CONTENTS
ALPHA REPORT NO. W212227
PURPOSE AND SCOPE .................................................................................................... 1
PROJECT CHARACTERISTICS ...................................................................................... 1
FIELD EXPLORATION .................................................................................................... 1
LABORATORY TESTS .................................................................................................... 2
GENERAL SUBSURFACE CONDITIONS ...................................................................... 2
DESIGN RECOMMENDATIONS .................................................................................... 3
6.1 Potential Seasonal Movements ............................................................................... 3
6.2 Excavations for Sanitary Sewer Lines .................................................................... 4
6.3 Groundwater ........................................................................................................... 5
6.4 Net Allowable Bearing Pressure ............................................................................. 5
6.5 Trench Backfill/Bedding Materials......................................................................... 5
6.6 Vault and Thrust Restraint ...................................................................................... 6
6.7 Seismic Considerations ........................................................................................... 7
6.8 Drainage and Other Considerations ........................................................................ 7
GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 8
7.1 Site Preparation and Grading .................................................................................. 8
7.2 Excavation Safety ................................................................................................... 9
7.3 Excavation Bottom Stability ................................................................................... 9
7.4 Excavation Dewatering ........................................................................................... 9
7.5 Fill Compaction .................................................................................................... 10
LIMITATIONS ................................................................................................................. 11
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan – Figure 1
B-1 Methods of Laboratory Testing
Apparent Earth Pressure Envelope for Braced Excavations – Figure 2
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W212227
1
PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate
for LJA Engineering, Inc. (Client) some of the physical and engineering properties of subsurface
materials at selected locations on the subject site with respect to formulation of appropriate
geotechnical design parameters for the proposed construction. The field exploration was
accomplished by securing subsurface samples from widely spaced test borings performed along
the proposed pipeline alignment. Engineering analyses were performed from results of the field
exploration and results of 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.
PROJECT CHARACTERISTICS
The project consist of installing about 23,075 linear ft of sewer line generally starting about the
intersection with Wagley Robertson Road and Bend Oak Drive and extending northwest to about
2,000 ft north of Sebright Trail in Fort Worth, Texas. A site plan illustrating the general outline
of the project is provided as Figure 1, the Boring Location Plan, in the Appendix.
Based on the sanitary sewer profile plans prepared by LJA Engineering, Inc. (Project ID NT360-
0011M, Sheets 8 through 30 dated August 2021), the invert of the sewer line ranges from about
11 ft to 18 ft below existing grade.
FIELD EXPLORATION
Subsurface conditions along the sewer line were explored by drilling 18 test borings. Five (5)
borings were drilled to a depth of about 20 ft, seven (7) borings were drilled to a depth of about 15
ft, and six (6) borings were drilled to a depth of about 10 ft. Twenty-one (21) borings were initially
planned, however Borings 9, 10, and 15 were inaccessible and is therefore excluded from our
study. The test borings were performed in general accordance with ASTM Standard 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.
ALPHA Report No. W212227
2
Table A contains a summary of approximate GPS coordinates of the boring locations.
TABLE A
Approximate Boring Coordinates1
Boring Nos. Latitude
(degrees)
Longitude
(degrees)
Boring Nos. Latitude
(degrees)
Longitude
(degrees)
1 32.90912 -97.37539 12 32.93115 -97.39598
2 32.91108 -97.37676 13 32.93325 -97.39797
3 32.91327 -97.37873 14 32.93552 -97.39924
4 32.91422 -97.38142 15 Not Accessible
5 32.91624 -97.38213 16 32.93976 -97.40104
6 32.91828 -97.38405 17 32.94163 -97.40262
7 32.92088 -97.38504 18 32.94296 -97.40429
8 32.92362 -97.38516 19 32.94506 -97.40337
9 Not Accessible 20 32.94758 -97.40464
10 Not Accessible 21 32.95186 -97.40622
11 32.92861 -97.39471
1GPS coordinates were located using plan overlays on Google Earth® and a handheld GPS unit in the
field. The locations of the test borings shown on the Boring Location Plan are considered accurate
only to the degree implied by the methods used to define them.
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.
LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing information 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 the Log of Boring sheets in the Appendix.
GENERAL SUBSURFACE CONDITIONS
Based on geological atlas maps available from the Bureau of Economic Geology, published by the
University of Texas at Austin, the project site lies within mapped interface of the undivided Fort
Worth Limestone and Duck Creek formation and the undivided Pawpaw, Weno Limestone and
Denton Clay formation. These formations generally consist of limestone with marl (limey shale)
layers. Residual overburden soils associated with these undivided formations generally consist of
clay soils with low to high shrink/swell potential.
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Subsurface conditions encountered in most of the borings generally consisted of clay and shaly
clay to depths of about 1 ft to 12 ft below the ground surface underlain by limestone extending to
the 10 ft, 15 ft, or 20 ft termination depth of the borings. Subsurface conditions encountered in
Boring 7 generally consisted of clay to a depth of about 12 ft underlain by gray shale extending to
the 20 ft termination depth of the boring. Subsurface conditions encountered in Boring 13
generally consisted of clay extending to the 10 ft termination depth of the boring. A gray shale
layer about 2 ft thick was encountered between the limestone layers in Boring 16 at a depth of
about 14 ft below the ground surface. More detailed stratigraphic information is presented on the
attached Log of Boring sheets.
Most of the materials encountered in the borings are 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 subject site is anticipated to fluctuate seasonally depending on
the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics.
During our field investigation, free groundwater was encountered in Borings 1, 4, 12, and 18 on
drilling tools during drilling and/or in the open boreholes immediately upon completion of drilling
at depths of about 5 ft to 16 ft below the existing ground surface. It is common to encounter
seasonal groundwater from fractures within the clayey matrix, at the soil/rock (limestone or shale)
interface and from fractures within the rock (limestone or shale), 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 Log of Boring sheets provided in the Appendix.
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). If project
criteria should change, including the sewer line alignment, 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 plans and specifications for review prior to construction.
Based on the current available information, the bottom of the proposed sewer line will vary in
depths ranging from as shallow as about 11 ft to as deep as about 18 ft below existing grade. The
following design criteria were developed based on the referenced plans. If the depths or other
design criteria change, our office should be contacted to evaluate the changes, and approve or
modify in writing the recommendations contained.
6.1 Potential Seasonal Movements
Considering the existing subsurface conditions encountered at the borings, soil-related potential
seasonal movements (potential vertical rise, PVR) is estimated to be on the order of up to about
3½ inches, depending on pipeline depth and the depth of limestone below the bottom of the pipe.
If this PVR is not acceptable, our office should be contacted for further evaluation.
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Potential seasonal movements were estimated in general accordance with methods outlined by
Texas Department of Transportation (TxDOT) Test Method Tex-124-E, from results of absorption
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 utility 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.
6.2 Excavations for Sanitary Sewer Lines
According to current plans, the proposed sanitary sewer lines are planned at varying depths ranging
from as shallow as about 11 ft to as deep as about 18 ft below existing grades. Results of the test
borings indicate clay and limestone will be encountered within the depth of the utility line
excavations. Clayey soils contain numerous planes of weakness. Locally, these materials are
known to be unstable unless cut at reasonably flat slopes. Sudden and un-forewarned collapse of
even shallow trenches (i.e. less than 5 ft) can occur unless trench walls are cut at safe slopes. All
excavations should be braced, shielded, or cut at stable slopes in accordance with Occupational
Safety and Health Administration (OSHA) requirements. Excavations greater than 20 ft deep must
be designed by a licensed engineer experienced in that type of work.
Bracing elements used for temporary shoring should be designed based on lateral earth pressures
from an apparent earth pressure envelope. For braced excavations up to about 20 ft deep, the
apparent earth pressure envelope for cohesive soils, as shown on Figure 2 in the Appendix, can be
used. Soil conditions at braced excavations should be monitored to verify conditions are as
anticipated.
Moderate to high plasticity clay soils and limestone were observed in the borings. These
subsurface conditions may make it difficult to install the proposed pipeline. In addition, limestone
could be difficult to excavate. Prior to choosing which installation method or combination of
methods to use, the contractor should carefully consider these difficult soil and rock factors.
If utility tunneling, pipe jacking, or pipe boring are utilized as methods for the installation of the
proposed pipeline, Table B and Table C provide parameters for design calculations in clay soils.
TABLE B
Clay Soil (Clay) Design Parameters
In-situ (moist) Unit Weight, pcf 125
Effective (Buoyant) Unit Weight, pcf 68
Saturated Unit Weight, pcf 130
Undrained Cohesion, psf 1,000
Undrained Angle of Internal Friction, degrees 0
Drained Cohesion, psf 200
Drained Angle of Internal Friction, degrees 15
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Limestone was encountered within the estimated 20 ft bearing depth of the pipeline. Coring may
be necessary in some areas to create a tunnel to install the utility line. Therefore, specialty
contractors may be required to successfully tunnel through the limestone. Parameters for design
calculations are provided in Table C for limestone.
TABLE C
Limestone Design Parameters
In-situ Unit Weight, pcf 150
Compressive Strength, ksf (see note below) 10 - 200
The compressive strength of limestone can be variable and was estimated based on in-situ Texas Cone
Penetration tests and on our experience. Coring of the limestone was not performed for this
investigation.
6.3 Groundwater
Groundwater was encountered in Borings 1, 4, 12, and 18 on drilling tools during drilling at depths
of about 5 ft to 14 ft below the ground surface.
Shallow groundwater could be encountered within the excavations along the proposed pipeline
alignment, especially along the soil/rock (limestone or shale) interface. The risk of encountering
seepage generally increases with depth of excavation, the duration the excavation is open, and
during or after periods of precipitation. Standard diversion methods and sump pits and pumping
may be adequate to control seepage on a local basis in some areas. However, supplemental
dewatering techniques may be required in some areas. Supplemental dewatering measures could
consist of submersible pumps in slotted casings and well points. In any dewatering method, care
must be taken to provide the correct filtering around each dewatering well to prevent the migration
of fines and loss of ground around the well. The need for these or other de-watering devices should
be carefully addressed during construction. Dewatering systems should be designed by a licensed
professional engineer experienced in that type of work.
The contractor should have an excavation and groundwater control plan in-place prior to beginning
work at this site. A contractor experienced in this area should be selected for construction and
installation of the planned utility line.
6.4 Net Allowable Bearing Pressure
A net allowable bearing pressure of 2.0 ksf can be utilized for sanitary sewer lines supported on
clayey soils compacted as discussed in Sections 6.5 and 7.5. A net allowable bearing pressure of
4.0 ksf can be utilized for sanitary sewer lines bearing on limestone or shale.
6.5 Trench Backfill/Bedding Materials
Pipe-bedding and pipe-zone materials consist of all of the materials surrounding the utility line in
the trench zone from six (6) inches below the pipe to twelve (12) inches above the pipe (or as
otherwise noted in the design). This material must be compacted so that pipe walls are well-
supported.
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The bedding materials should be selected to ensure the most uniform contact between the pipe and
the foundation as possible. To provide uniform support, it is essential that bedding materials are
placed (i.e., thickness of layer and compactive effort) in accordance with City standards and project
specifications. Bedding material should be brought up evenly around the pipe in relatively
horizontal lifts not exceeding 6 inches.
Site soils used as backfill within the trench excavations should be compacted to a dry density of
95 to 100 percent of standard Proctor maximum dry density (ASTM D 698). The compacted
moisture content of the clayey soils during placement should be within the range of 0 to +3
percentage points of the material’s optimum moisture content. Materials (excluding
limestone/shale) used as fill should be processed and the largest particle or clod should be less than
6 inches prior to compaction.
Limestone and other rock-like materials used as fill should be compacted to at least 95 percent of
standard Proctor maximum dry density. The compacted moisture content of shale and other rock-
like materials used as fill should be within -3 to +3 percentage points of the material’s optimum
moisture content. Individual rock pieces larger than 3 inches in dimension should not be used as
fill. Processed limestone used as fill should have a maximum diameter of 3 inches and incorporate
sufficient fines to prevent the presence of voids around larger diameter pieces. A gradation of at
least 40 percent passing a standard No. 4 sieve is recommended.
Backfill placed deeper than 10 ft below final grade should be compacted to at least 100 percent of
standard Proctor maximum dry density (ASTM D698) and within -2 to +2 percentage points of
the material's optimum moisture content.
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. As a guide, utility trench backfill should be tested
at a rate of one test per lift per each 150 lineal feet of trench.
Settlement of backfill should be anticipated. Even though backfill is properly compacted as
recommended herein, fills in excess of about 10 ft are still subject to settlements over time due to
compression from self-weight. The magnitude of this settlement could be about ½ to 1 percent of
the total fill thickness in the upper 10 ft. Settlements could be about 1 to 2 percent of the total fill
thickness for fill placed below 10 ft. The effects of this level of settlement can be significant,
especially where relatively deep utilities are located beneath streets. Therefore, close coordination
and monitoring should be performed during construction to reduce the potential for future
movement. This would include proper benching of backfill into side excavations to reduce the
potential for differential movements across the trench backfill and adjacent native soils.
6.6 Vault and Thrust Restraint
The clay and rock subgrade materials are expected to provide adequate foundation support for
vaults and thrust blocks, provided the soil and rock remains in a relatively undisturbed condition.
The net increase in bearing pressure below pipelines, junction boxes, and manholes due to the
weight of the structures is generally negligible. Therefore, we expect post-construction settlements
of pipes and manholes to be negligible provided that:
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• The pipeline/manhole/junction box is underlain by firm, undisturbed soil or rock,
• The final ground surface over and adjacent to the pipe or manhole remains at about the
same elevation that existed prior to construction,
• No additional load from a structure is placed over the pipeline or manhole.
If the groundwater table is located above the crown of the pipeline and the pipeline is not full, the
pipeline will be subjected to a buoyant force. The buoyant force can be resisted by the weight of
the pipe and the weight of the soil above the crown of the pipe.
Resistance to lateral forces at thrust blocks will be developed by friction along the base of the
thrust block/vault and passive earth pressure acting on the vertical face of the block/vault. We
recommend a coefficient of base friction of 0.3 along the bottom of the thrust block.
The available passive earth resistance on the vertical face of the thrust block/vault may be
calculated using allowable passive earth pressures in Table D as follows.
TABLE D
MATERIAL ALLOWABLE PASSIVE
RESISTANCE
Compacted Clay Fill 500 psf (uniform)
Native Clays 1,000 psf (uniform)
Tan or Gray Limestone / Shale 5,000 psf (uniform)
Passive resistance should be neglected for any portion of the thrust block within 3 ft of the final
site grade. The allowable passive resistance values for compacted clay fill, native clays, and
limestone/shale are based on the thrust block/vault bearing directly against vertical, undisturbed
cuts in these materials.
6.7 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 (very dense soil or soft rock)
for seismic design at this site.
6.8 Drainage and Other Considerations
Adequate drainage should be provided to reduce seasonal variations in the moisture content of
soils around vault locations.
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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 provided 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 Grading
Limestone can be hard and difficult to excavate, and difficulty excavating this material can
increase with depth. In addition, shale may be difficult to excavate within a trench and difficulty
can increase with depth. Rock excavation methods (including, but not limited to rock teeth,
rippers, jack hammers, or sawcutting) may be required to remove limestone or shale. Crushing
equipment may be required to process the limestone for use as controlled fill. The contractor
selected should have experience with excavation in this limestone or shale.
Following excavation and prior to installation of the utility line, the exposed soil subgrade should
be carefully evaluated by probing and testing. Any undesirable material (organic content, wet,
soft, or loose soil) along the proposed utility alignment still in place should be removed and
replaced with well-compacted material as outlined in Section 6.0.
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.
From our experience, excavation methods for the utility line could include (but are not limited to)
open cuts or braced cuts. The depth of cut is anticipated to be up to 2 0 ft. An apparent earth
pressure envelope (Figure 2) is enclosed in the Appendix for estimating forces on excavation
bracing elements and walls up to 20 ft.
Slope stability analysis of embankments (natural or constructed) or excavations and global stability
analysis for shoring systems 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 for the means,
methods and sequencing of construction operations. The contractor should also be aware that
slope height, slope inclination or excavation depths (including utility trench excavations) should
in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA
Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
ALPHA Report No. W212227
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controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at 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 Excavation Safety
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. In addition, excavations in excess of 20 feet below
construction grade generally require a specific excavation safety plan prepared by a professional
engineer. The professional engineer should be licensed in the State of Texas and should be
experienced in such designs. The collection of specific geotechnical data and the development of
such plans, which could include designs for sloping and benching or various types of temporary
shoring, is beyond the scope of the current study. Any such designs and safety plans shall be
developed in accordance with current OSHA guidelines and other applicable industry standards.
7.3 Excavation Bottom Stability
The stability of an excavation bottom is dependent on the excavation geometry, soil strength
parameters of the bearing soils, and most importantly, the location of groundwater. Based on the
borings and the anticipated depths of excavation discussed previously, we anticipate excavation
bottoms will generally consist of cohesive clay soils and/or limestone/shale.
Excavations within cohesive soils are not susceptible to a reduction in effective stress conditions
due to the relatively short period of time excavations are open. That is, the stress conditions within
cohesive soils generally do not move from an undrained (short-term) to drained (long-term)
condition. As such, the bottom stability of excavations within cohesive soils is controlled by the
shear strength of the bearing soils.
7.4 Excavation Dewatering
Groundwater was encountered in Borings 1, 4, 12, and 18 on drilling tools during drilling at depths
of about 5 ft to 14 ft below the ground surface. Seasonal fluctuations in precipitation and/or
unforeseen environmental conditions may result in water being encountered at shallower depths
and at the other boring locations. We therefore suggest the Contractor provide a line item for
dewatering in the bid package in case dewatering is required. The following dewatering
recommendations provide guidelines for control of water in excavations, if encountered.
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Typically, the Contractor is responsible for designing, installing and maintaining a dewatering
system for groundwater control and taking precautions to avoid distress to nearby existing
structures, as a result of dewatering. Dewater systems should be designed, installed and monitored
by personnel qualified and experienced with dewatering soils in the site area. We recommend the
Contractor consider retaining a dewatering expert to assist in identifying, implementing and
monitoring the most suitable and cost-effective method to control groundwater. The following is
intended to provide guidance to the Contractor for dewatering systems.
In cohesive soils where seepage is usually low, groundwater is generally managed by collection in
trench bottom sumps for pumped disposal. Care should be taken to have a redundant pumping
system that allows for overnight pumping. Water must not be allowed to pond in the trench
bottoms. The softening of soils can lead to instability and sloughing of trench side walls.
Generally, the groundwater depth should be lowered to a depth of at least 3 feet below the planned
excavation bottom to provide a firm working surface. Extended and/or extensive dewatering can
result in settlement of existing structures in the vicinity; the Contractor is to take necessary
precautions to monitor and minimize the effects on these structures.
7.5 Fill Compaction
The following recommendations pertain to fill placed for general grading outside the utility line.
Any fill placed in sewer line excavations should be placed and compacted as described in Section
6.5.
Limestone and other rock-like materials, used as fill should be compacted to at least 95 percent of
standard Proctor maximum dry density within -3 to +3 percentage points of the material’s optimum
moisture content. Individual rock pieces larger than 3 inches in dimension should not be used as
fill. Limestone used as fill should incorporate sufficient fines to prevent the presence of voids
around larger diameter pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is
recommended.
Clay soils used for general fill with a plasticity index equal to or greater than 25 should be
compacted to a dry density between 95 and 100 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 +1 to +5 percentage points of the material’s optimum moisture.
Clay soils used for general fill with a plasticity index less than 25 should be compacted to a dry
density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of -1 to +3
percentage points of the material’s optimum moisture.
Clayey fill should be processed and the largest particle or clod should be less than 6 inches prior
to compaction.
Where mass fills or utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be
compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and
within –2 to +2 percentage points of the material's optimum moisture content. The portion of the
fill/backfill shallower than 10 ft should be compacted as outlined above.
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Even though backfill is properly compacted as recommended above, fills in excess of about 10 ft
are still subject to settlements over time due to compression from self-weight. The magnitude of
this settlement could be about ½ to 1 percent of the total fill thickness in the upper 10 ft, and about
1 to 2 percent of the total fill thickness below 10 ft.
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.
LIMITATIONS
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.
APPENDIX
ALPHA Report No. W212227
A-1 METHODS OF FIELD EXPLORATION
Using standard rotary drilling equipment, a total of 18 test borings were performed for this
geotechnical exploration at the approximate locations shown on the Boring Location Plan,
Figure 1. The boring locations were staked by using a handheld GPS device or by pacing or 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. The locations of the test borings shown on the Boring
Location Plan are considered 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 samples were obtained using split-spoon sampling procedures in general 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. In this case, ALPHA has modified the procedure by using
a 170-pound hammer dropping 24-inches for completion of the field test. 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 sheet.
A Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in-place
strength characteristics of the rock type materials. A 3-inch diameter steel cone driven by a 170-
pound hammer dropped 24 inches is the basis for TxDOT strength correlations. 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 log and are shown on the Log of Boring sheets as “TX Cone” (reference
TxDOT Test Method TEX 132-E, as modified).
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 laboratory for at least 14 days and then discarded unless the Client requests
otherwise.
BORING LOCATION PLANGEOTECHNICAL EXPLORATIONM-584 SANITARY SEWER MAINOFF WILLOW SPRINGS ROAD AND WEST BONDSRANCH ROADFORT WORTH, TEXASALPHA PROJECT NO. W212227FIGURE 1B-21B-11B-13B-12B-14B-15B-16B-17B-18B-19B-20B-1B-3B-2B-4B-5B-6B-7B-8B-9B-10B-21B-11B-13B-12B-14B-15B-16B-17B-18B-19B-20B-1B-3B-2B-4B-5B-6B-7B-8B-9B-10N APPROXIMATE BORING LOCATIONBORINGS NOT ACCESSIBLE
ALPHA Report No. W212227
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), and dry unit weight determinations were
performed on selected samples. In addition, unconfined compressive strength tests (ASTM D
2166) and pocket-penetrometer tests were conducted on selected soil samples to evaluate soil shear
strength. Results of the laboratory tests described above are provided on the Log of Boring sheets.
APPARENT EARTH PRESSURE ENVELOPEGEOTECHNICAL EXPLORATIONM-584 SANITARY SEWER MAINOFF WAGLEY ROBERTSON ROAD, W. BONDS RANCH ROAD,WILLOW SPRINGS ROAD AND SEBRIGHT TRAILFORT WORTH, TEXASALPHA PROJECT NO. W212227FIGURE 20.3γHCLAY SOILS0.25 H0.5 H0.25 HBOTTOM OF EXCAVATIONOR TOP OF LIMESTONEγ = 125 pcfAPPARENT EARTH PRESSURE ENVELOPEFOR BRACED OR ANCHOREDWALL SYSTEM
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/27/2021 8/27/2021
CONTINUOUS FLIGHT AUGER
1
W212227
Fort Worth, Texas
170 / 24
11
10
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown CLAY
10.0
Tan LIMESTONE with clay seams and layers
12.0
Gray LIMESTONE with shale seams
20.0
TEST BORING TERMINATED AT 20 FT
3.0 28
2.5 261.2 90 60 25 35
2.0 28
2.0 32
2.0 28 70 31 39
100/1.5"
100/1"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/27/2021 8/27/2021
CONTINUOUS FLIGHT AUGER
2
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Brown CLAY with limestone fragments
4.0
Tan LIMESTONE with clay seams and layers
10.0
TEST BORING TERMINATED AT 10 FT
2.5 20
3.5 212.0 107 58 22 36
100/4.5"
100/2.75"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/27/2021 8/27/2021
CONTINUOUS FLIGHT AUGER
3
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Brown CLAY
6.0
Tan and Gray CLAY with limestone fragments
10.0
Tan LIMESTONE with clay seams and layers
15.0
TEST BORING TERMINATED AT 15 FT
3.25 18
2.25 25
2.5 27 65 26 39
4.5+16 54 23 31
1521
100/1.5"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
9/1/2021 9/1/2021
CONTINUOUS FLIGHT AUGER
4
W212227
Fort Worth, Texas
170 / 24
13
16
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown CLAY
2.0
Tan and Gray CLAY with limestone fragments
12.0
Tan LIMESTONE with clay seams and layers
14.0
Gray LIMESTONE with shale seams
20.0
TEST BORING TERMINATED AT 20 FT
3.25 25 69 28 41
4.5+17
4.0 191.4 103 55 22 33
3.0 20
2.5 18
100/0.5"
100/0.375"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
9/1/2021 9/1/2021
CONTINUOUS FLIGHT AUGER
5
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown CLAY
2.0
Brown CLAY
6.0
Tan LIMESTONE with clay seams and layers
12.0
Gray LIMESTONE with shale seams
15.0
TEST BORING TERMINATED AT 15 FT
3.25 25
2.5 17 53 21 32
2.75 19
857
100/0.5"
100/1"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
9/1/2021 9/1/2021
CONTINUOUS FLIGHT AUGER
6
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown CLAY
2.0
Brown CLAY with limestone fragments
12.0
Gray LIMESTONE with shale seams
15.0
TEST BORING TERMINATED AT 15 FT
4.5+22 62 28 34
4.5+16
2.25 21
2.5 21
3.25 222.7 106 49 19 30
100/1.25"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
9/1/2021 9/1/2021
CONTINUOUS FLIGHT AUGER
7
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown and Brown CLAY
4.0
Tan and Gray CLAY with limestone fragments
12.0
Gray SHALE
20.0
TEST BORING TERMINATED AT 20 FT
1.5 31
4.5+18
2.5 21
2.75 21 60 19 41
3.0 10
100/2.25"
100/3.5"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
9/1/2021 9/1/2021
CONTINUOUS FLIGHT AUGER
8
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown and Brown CLAY
4.0
-with limestone fragments below 2 ft
Tan and Gray CLAY with limestone fragments
12.0
Tan LIMESTONE with clay seams and layers
15.0
TEST BORING TERMINATED AT 15 FT
4.0 20
4.5+14
3.75 171.9 112 48 17 31
3.25 21
2.5 19
100/0.5"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/27/2021 8/27/2021
CONTINUOUS FLIGHT AUGER
11
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown and Brown CLAY
3.0
Tan LIMESTONE with clay seams and layers
10.0
TEST BORING TERMINATED AT 10 FT
4.5+21
4.5+16 65 30 35
50/4
100/1.5"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/27/2021 8/27/2021
CONTINUOUS FLIGHT AUGER
12
W212227
Fort Worth, Texas
170 / 24
14
13
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Brown SANDY CLAY
4.0
Tan and Gray CLAY
12.0
Tan LIMESTONE with clay seams and layers
18.0
Gray LIMESTONE with shale seams
20.0
TEST BORING TERMINATED AT 20 FT
4.0 26
4.5+162.9 10756 38 22 16
3.0 20
4.0 193.1 109 50 17 33
3.25 20
100/4.5"
100/1.25"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/27/2021 8/27/2021
CONTINUOUS FLIGHT AUGER
13
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Brown CLAY
2.0
Tan and Gray CLAY
10.0
TEST BORING TERMINATED AT 10 FT
4.5+21
4.5+16
4.5+173.9 105 54 23 31
4.5+18
4.5+19
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/27/2021 8/27/2021
CONTINUOUS FLIGHT AUGER
14
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown and Brown CLAY
4.0
Tan CLAY with limestone fragments
8.0
Tan and Gray SHALY CLAY
12.0
Tan LIMESTONE with clay seams and layers
15.0
TEST BORING TERMINATED AT 15 FT
3.5 25
4.0 25 58 28 30
4.0 10
4.0 21 60 20 40
4.5+143.4 118 43 16 27
100/3"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/31/2021 8/31/2021
CONTINUOUS FLIGHT AUGER
16
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Brown CLAY
2.0
Tan CLAY with limestone fragments
4.0
Tan LIMESTONE with clay seams and layers
14.0
Gray SHALE
16.0
Gray LIMESTONE with shale seams
20.0
TEST BORING TERMINATED AT 20 FT
3.25 35 74 31 43
35
100/2.25"
100/9.5"
50/5.5
100/0.75"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/31/2021 8/31/2021
CONTINUOUS FLIGHT AUGER
17
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Brown CLAY
6.0
Tan LIMESTONE with clay seams and layers
10.0
TEST BORING TERMINATED AT 10 FT
2.0 31
2.25 31
3.25 252.1 96 73 27 46
11
100/0.75"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/31/2021 8/31/2021
CONTINUOUS FLIGHT AUGER
18
W212227
Fort Worth, Texas
170 / 24
5
5
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Brown CLAY
1.0
Tan LIMESTONE with shale seams
10.0
Gray LIMESTONE with shale seams
15.0
TEST BORING TERMINATED AT 15 FT
2.75
26
50/2.5
100/0.75"
100/1.25"
100/2.5"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/30/2021 8/30/2021
CONTINUOUS FLIGHT AUGER
19
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown CLAY with limestone fragments
3.0
Tan LIMESTONE with clay seams and layers
10.0
TEST BORING TERMINATED AT 10 FT
4.0 26 83 38 45
100/4.75"
33
50/5.5
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/30/2021 8/30/2021
CONTINUOUS FLIGHT AUGER
20
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown CLAY with calcareous deposits
4.0
Tan LIMESTONE with clay seams and layers
15.0
TEST BORING TERMINATED AT 15 FT
3.5 27
3.0 27 72 31 41
100/9.5"
100/0.5"
100/5.75"
Sheet 1 of 1
Client:
Project:
Start Date:End Date:
Drilling Method:
BORING NO.:
PROJECT NO.:
Location:
Surface Elevation:
West:
North:
Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS
On Rods (ft):
After Drilling (ft):
After Hours (ft):
LJA Engineering
M-584 Sanitary Sewer Main
8/30/2021 8/30/2021
CONTINUOUS FLIGHT AUGER
21
W212227
Fort Worth, Texas
170 / 24
NONE
DRY
5058 Brush Creek Rd.
Fort Worth,Texas 76119
Phone:817-496-5600
Fax:817-496-5608
www.alphatesting.com
5
10
15
20
Dark Brown CLAY
2.0
Brown and Tan CLAY with calcareous deposits
8.0
Tan LIMESTONE with clay seams and layers
10.0
TEST BORING TERMINATED AT 10 FT
4.5+24
4.5+15
3.0 10 40 16 24
14
100/0.5"
Sheet 1 of 1
TEXAS CONE PENETRATION
FILL
LIMESTONE
(MH), Elastic SILT
SANDSTONE
(GP), Poorly Graded GRAVEL
LOW
MEDIUM
HIGH
VERY HIGH
4 TO 15
16 TO 25
26 TO 35
OVER 35
SAMPLING SYMBOLS
(OL), ORGANIC SILT
(OH), ORGANIC CLAY
8.0" OR LARGER
3.0" TO 8.0"
0.75" TO 3.0"
5.0 mm TO 3.0"
2.0 mm TO 5.0 mm
0.4 mm TO 5.0 mm
0.07 mm TO 0.4 mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
SOIL & ROCK SYMBOLS
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
(CH), High Plasticity CLAY VERY LOOSE
LOOSE
MEDIUM
DENSE
VERY DENSE
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft)
0 TO 4
5 TO 10
11 TO 30
31 TO 50
OVER 50
SHELBY TUBE (3" OD except where
noted otherwise)
SPLIT SPOON (2" OD except where
noted otherwise)
AUGER SAMPLE
ROCK CORE (2" ID except where
noted otherwise)
PARTICLE SIZE IDENTIFICATION (DIAMETER)
(CL), Low Plasticity CLAY
(SP), Poorly Graded SAND
(GW), Well Graded GRAVEL
(GC), CLAYEY GRAVEL
(GM), SILTY GRAVEL
BOULDERS
COBBLES
COARSE GRAVEL
FINE GRAVEL
COURSE SAND
MEDIUM SAND
FINE SAND
SILT
CLAY
TRACE
LITTLE
SOME
AND
1 TO 10
11 TO 20
21 TO 35
36 TO 50
RELATIVE PROPORTIONS (%)
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
SHEAR STRENGTH OF COHESIVE SOILS (tsf)
RELATIVE DEGREE OF PLASTICITY (PI)SHALE / MARL
(SC), CLAYEY SAND
(SW), Well Graded SAND
(SM), SILTY SAND
(ML), SILT
GR-01 60 00 Product Requirements
Page 1 of 1
Ventana Phase 5A
CPN 102574
GR-01 60 00 PRODUCT REQUIREMENTS
M-584
CPN 103820
M-584
CPN 103521
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
* E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
* E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
Sewer - Pipes/Concrete
* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"
* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
* Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
* Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110
* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110
* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.
Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112
02/26/14 E1-07 MJ Fittings Accucast
Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.
One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.
Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)
Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
* E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
* E1-26 Resilient Seated Gate Valve M&H 4" - 12"
* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"
* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
* From Original Standard Products List 5