HomeMy WebLinkAboutContract 53385-PM1FORT WORTH
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PROJECT MANUAL
FOR
CITY SECRETARY
CONTRACT NO. _5 3385-p l"j )
WATER, SEWER AND DRAINAGE(PRIVATE)
CONSTRUCTION TO SERVE
3-STORY MOTEL 6 & STUDIO 6
Betsy Price
Mayor
City Project No. 101726
Steve Cooke
City Engineer
Christopher P. Harder, PE
Director, Water Department
Prepared for
The City of Fort Worth
2019
X-26069
David Cooke
City Manager
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 10- 1
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 1 of 4
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 101726
Revised September 1, 2015
SECTION 00 00 10 1
TABLE OF CONTENTS 2
DEVELOPER AWARDED PROJECTS 3
4
Division 00 - General Conditions 5
00 42 43 Proposal Form Unit Price 6
00 43 13 Bid Bond 7
00 45 11 Bidders Prequalification’s 8
00 45 12 Prequalification Statement 9
00 45 13 Bidder Prequalification Application 10
00 45 26 Contractor Compliance with Workers' Compensation Law 11
00 52 43 Agreement 12
00 61 25 Certificate of Insurance 13
00 62 13 Performance Bond 14
00 62 14 Payment Bond 15
00 62 19 Maintenance Bond 16
00 72 00 General Conditions 17
00 73 00 Supplementary Conditions 18
00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded 19
Projects 20
21
Division 01 - General Requirements 22
01 11 00 Summary of Work 23
01 25 00 Substitution Procedures 24
01 31 19 Preconstruction Meeting 25
01 31 20 Project Meetings 26
01 32 16 Construction Progress Schedule 27
01 32 33 Preconstruction Video 28
01 33 00 Submittals 29
01 35 13 Special Project Procedures 30
01 45 23 Testing and Inspection Services 31
01 50 00 Temporary Facilities and Controls 32
01 55 26 Street Use Permit and Modifications to Traffic Control 33
01 57 13 Storm Water Pollution Prevention Plan 34
01 58 13 Temporary Project Signage 35
01 60 00 Product Requirements 36
01 66 00 Product Storage and Handling Requirements 37
01 70 00 Mobilization and Remobilization 38
01 71 23 Construction Staking 39
01 74 23 Cleaning 40
01 77 19 Closeout Requirements 41
01 78 23 Operation and Maintenance Data 42
01 78 39 Project Record Documents 43
44
Technical Specifications which have been modified by the Engineer specifically for this 45
Project; hard copies are included in the Project’s Contract Documents 46
47
48
00 00 10- 2
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 2 of 4
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 101726
Revised September 1, 2015
Technical Specifications listed below are included for this Project by reference and can be 1
viewed/downloaded from the City’s Buzzsaw site at: 2
3
htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20-4
%20Construction%20Documents/Specifications 5
6
Division 02 - Existing Conditions 7
02 41 13 Selective Site Demolition 8
02 41 14 Utility Removal/Abandonment 9
02 41 15 Paving Removal 10
11
Division 03 - Concrete 12
03 30 00 Cast-In-Place Concrete 13
03 34 13 Controlled Low Strength Material (CLSM) 14
03 34 16 Concrete Base Material for Trench Repair 15
03 80 00 Modifications to Existing Concrete Structures 16
17
Division 31 - Earthwork 18
31 10 00 Site Clearing 19
31 23 16 Unclassified Excavation 20
31 23 23 Borrow 21
31 24 00 Embankments 22
31 25 00 Erosion and Sediment Control 23
31 36 00 Gabions 24
31 37 00 Riprap 25
26
Division 32 - Exterior Improvements 27
32 01 17 Permanent Asphalt Paving Repair 28
32 01 18 Temporary Asphalt Paving Repair 29
32 01 29 Concrete Paving Repair 30
32 11 23 Flexible Base Courses 31
32 11 29 Lime Treated Base Courses 32
32 11 33 Cement Treated Base Courses 33
32 12 16 Asphalt Paving 34
32 12 73 Asphalt Paving Crack Sealants 35
32 13 13 Concrete Paving 36
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 37
32 13 73 Concrete Paving Joint Sealants 38
32 14 16 Brick Unit Paving 39
32 16 13 Concrete Curb and Gutters and Valley Gutters 40
32 17 23 Pavement Markings 41
32 31 13 Chain Link Fences and Gates 42
32 31 26 Wire Fences and Gates 43
32 31 29 Wood Fences and Gates 44
32 32 13 Cast-in-Place Concrete Retaining Walls 45
32 91 19 Topsoil Placement and Finishing of Parkways 46
32 92 13 Hydro-Mulching, Seeding, and Sodding 47
32 93 43 Trees and Shrubs 48
49
50
00 00 10- 3
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 3 of 4
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 101726
Revised September 1, 2015
Division 33 - Utilities 1
33 01 30 Sewer and Manhole Testing 2
33 01 31 Closed Circuit Television (CCTV) Inspection 3
33 03 10 Bypass Pumping of Existing Sewer Systems 4
33 04 10 Joint Bonding and Electrical Isolation 5
33 04 11 Corrosion Control Test Stations 6
33 04 12 Magnesium Anode Cathodic Protection System 7
33 04 30 Temporary Water Services 8
33 04 40 Cleaning and Acceptance Testing of Water Mains 9
33 05 10 Utility Trench Excavation, Embedment, and Backfill 10
33 05 12 Water Line Lowering 11
33 05 13 Frame, Cover and Grade Rings 12
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 13
33 05 16 Concrete Water Vaults 14
33 05 17 Concrete Collars 15
33 05 20 Auger Boring 16
33 05 21 Tunnel Liner Plate 17
33 05 22 Steel Casing Pipe 18
33 05 23 Hand Tunneling 19
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 20
33 05 26 Utility Markers/Locators 21
33 05 30 Exploratory Excavation for Existing Utilities 22
33 11 10 Ductile Iron Pipe 23
33 11 11 Ductile Iron Fittings 24
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 25
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 26
33 11 14 Buried Steel Pipe and Fittings 27
33 11 15 Pre-stressed Concrete Cylinder Pipe 28
33 12 10 Water Services 1-inch to 2-inch 29
33 12 11 Large Water Meters 30
33 12 20 Resilient Seated Gate Valve 31
33 12 21 AWWA Rubber-Seated Butterfly Valves 32
33 12 25 Connection to Existing Water Mains 33
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 34
33 12 40 Dry-Barrel Fire Hydrants 35
33 12 50 Water Sample Stations 36
33 12 60 Blow-off Valves 37
33 31 12 Cured in Place Pipe (CIPP) 38
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 39
33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 40
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 41
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 42
33 31 22 Sanitary Sewer Slip Lining 43
33 31 23 Sanitary Sewer Pipe Enlargement 44
33 31 50 Sanitary Sewer Service Connections and Service Line 45
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 46
33 39 10 Cast-in-Place Concrete Manholes 47
33 39 20 Precast Concrete Manholes 48
33 39 30 Fiberglass Manholes 49
33 39 40 Wastewater Access Chamber (WAC) 50
00 00 10- 4
TABLE OF CONTENTS FOR DEVELOPER AWARDED PROJECTS
Page 4 of 4
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 101726
Revised September 1, 2015
33 39 60 Epoxy Liners for Sanitary Sewer Structures 1
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 2
33 41 11 HDPE Storm Sewer Pipe 3
33 46 00 Sub drainage 4
33 46 01 Slotted Storm Drains 5
33 46 02 Trench Drains 6
33 49 10 Cast-in-Place Manholes and Junction Boxes 7
33 49 20 Curb and Drop Inlets 8
33 49 40 Storm Drainage Headwalls and Wingwalls 9
10
Division 34 – Transportation 11
34 41 10 Traffic Signals 12
34 41 13 Removing Traffic Signals 13
34 41 20 Roadway Illumination Assemblies 14
34 41 30 Aluminum Signs 15
34 71 13 Traffic Control 16
17
Appendix18
GC-4.01 Availability of Lands 19
GC-4.02 Subsurface and Physical Conditions 20
Geotechnical Report 21
GC-4.04 Underground Facilities 22
Stormwater Facility Agreement 23
GC-4.06 Hazardous Environmental Condition at Site 24
GC-6.06.D Minority and Women Owned Business Enterprise Compliance 25
GC-6.07 Wage Rates 26
GC-6.09 Permits and Utilities 27
28 TXDOT Water Permit
29
GC-6.24 Nondiscrimination 30
GR-01 60 00 Product Requirements 31
32
END OF SECTION 33
TXDOT Stormwater Permit
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information
Bidlist Item
No. Description
UNIT I: WA
1 0170.0100 Mobilization
2 0171.0101 Construction Stakin s
3 0171.0102 As Built Surye
4 3305.0112 Concrete Collars
5 3305.0113 Trench Water Stops
6 3305.0202 Imported Embedment/Backfill, CSS
7 3311.0001 Ductile Iron Water Fittings w/ Restraint
8 3311.0161 6" PVC Water Pipe
9 3311.0261 8" PVC Water Pipe
10 3312.0106 Connection to Existing 16" Water Main
11 3312.2203 2" Water Service
12 13312.3002 6" Gate Valve
13 13312.3003 8" Gate Valve
UNIT II: SANITAF
1 3301.0002 Post -CCTV Inspection
2 3301.0101 Manhole Vacuum Testing
3 3305.0109 Trench Safety
4 3331.3201 6" Sewer Service
5 3331.4115 8" Sewer Pipe
6 3339.0001 Epoxy Manhole Liner
7 3339.1001 4' Manhole
8 3339.1002 4' Drop Manhole
9 3339.1003 4' Extra Depth Manhole _
10 3125.0101 SWPPP Z 1 acre
UNIT IV: PA
1 0241.0100 Remove Sidewalk _
2 0241.1100 Remove Asphalt Pavement
3 0241.1300 Remove Concrete Curb & Gutter
4 3110.0101 Site Clearing
5 3201.0112 5' Wide Ashalt Pavement Repair,
6 3213.0301 4' Concrete Sidewalk _
7 3216.0101 6" Concrete Curb & Gutter
8 3292.0101 Utility Service Surface Restoration Soddi
9 3471.0001 Traffic Control
00 42 43
DAP - BID PROPOSAL
Page I of 1
Bidder's Application
Bidder's Proposal
Specification Unit of Bid
Section No. I Measure Quantity Unit Price Bid Value
IMPROVEMENTS
01 7000 1 LS I 1 1 $1 mo.001 $1.00(
33 05 17 EA 7
33 05 15 EA 3
331112
LF
53
$50.00
$2,650.00
331112
LF
682
$52.00
$35,464.00
33 12 25
EA
2
$5 500.00
$11,000.00
331210
EA
2
$3,000.00
$6,000.00
33 12 20
EA
1
$1,200.00
$1.200.00
33 1220
EA
2
$1.500.00
$3.000.00
Y SEWER
IMPROVEMENTS
3301 31
LF
1133
$3.00
$3 399.00
33 01 30
EA
7
$325.00
$2,275.00
33 05 10
LF
1868
$2.00
$3,736.00
33 31 50
EA
1
$1,500.00
$1 500.00
3311 10,33
LF
1133
$85.00
$96 305.00
33 39 60
VF
38
$350.00
$13 300.00
33 39 10, 33
EA
5
$4,500.00
$22 500.00
33 39 10, 33
EA
2
$7 000.00
$14 000.00
34 39 10. 33
VF
43
$265.00
_ _
$11,395.00
S2.500.00
31 25 00
LS
1
S2.500.00
✓ING IMPROVEMENTS
0241 13
0241 15
SF
SY
LF
LS
20
493
5
1
_ 887
20
5
53.00
$9.00
$10.00
$1,000.00
$60.00
$4 437.00
02 41 15
31 1000
$50.00
$1 000.00
32,01 17
LIF
$87.00
$77 169.00
32 1320
SF
$10.00
$200.00
1613
LIF
$45.00
$225.00
--32
1g
32 92 13
SY
_
13
$10.00
$130.00
13471 13
MO
1
$3,000.00
$3,000.00
This Bid is submitted by the entity named below:
UNIT I: WATER IMPROVEMENTS
$74,299.00
UNIT II: SANITARY SEWER IMPROVEMENTS
$170,910.00
UNIT IV: PAVING IMPROVEMENTS
$86,271.00
Total Construction Bid
$331,480.00
BIDDER:
BY: Charles D. Allen
Tejas Commercial Construction, LUCP.O.
Box Box 10395
TITLE: Vice
River Oaks. TN 76114
DATE: 10116/2019
Contractor agrees to complete WORK for FINAL
90 working days after the date when the
CONTRACT commences to run as provided in the General
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43-Bid Pmposal_DAP (3)
00 45 12
DAP PREQUALIRCATION STATEMENT
Page 1 of I
SECTION 00 4512
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Tyne" box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for paving
Major Work Type
Contractor/Subcontractor Company Name
Prequalification
Expiration Date
New/Rehab and New
Development Wastewater Open
Cut (15" and under); Water
Open Cut (16" and under
Tejas Commercial Construction, LLC
8/31/2020
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Tejas Commercial Construction, LLC BY: Charles D. Allen
P.O. Box 10395 li�'
River Oaks, TX 76114 (Signature)
TITLE: Vice President
DATE: 10/25/19
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS
00 45 12_Prequalification Statement
Form Version September 1, 2015
01 78 39 - 1
PROJECT RECORDDOCUMENTS
Page 1 of 1
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. 101487.
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:
Tejas Commercial Construction, LLC
Company
P.O. Box 10395
Address
River Oaks, TX 76114
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT S
By: Charles Allen
�(Pleasase Print)
Signature:C'✓�
Title: Vice President
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Gh a s .4Lk , known to me to be the person whose name is subscribed to
the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of
--tom-13-0 Co,...r• 6--=j-7- for the purposes and consideration therein expressed and in
the capacity therein stated.
GIVE�ERND AND EAL OF OFFICE this day of
20_,��
/ AI (�&J_J_41�
Notaryublic in and for the State of T-11111
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
`2o�P?YP�e4; KIMLA SHELLEY
Notary Public, State of Texas
Comm. Expires 09-18-2022
Notary ID 183877-4
rnN
Motel 6 & Studio 6 Water and Sewer
CPN 101726
005243-1
Developer Awarded ProjectAgreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3 [Text in Blue is for information or guidance. Remove all blue text in the project finaldocument.]
4 THIS AGREEMENT, authorized on is made by and between the Developer, BAP Hospitality, LLC,
authorized to do business in Texas ("Developer"), and
5 Tejas Commercial Construction, LLC authorized to do business
6 in Texas, acting by and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree asfollows:
8 Article 1. WORK
9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project
10 identified herein.
11 Article 2. PROJECT
12 The project for which the Work under the Contract Documents may be the whole or only a part is
13 generally described as follows:
14 Motel 6 & Studio 6 Water and Sewer
15 CPN 101726
16 Article 3. CONTRACT TIME
17 3.1 Time is of the essence.
18 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are
19 of the essence to this Contract.
20 3.2 Final Acceptance.
21 The Work will be complete for Final Acceptance within 90 calendar days <ensure the days
22 shown match the days shown in the Proposal> after the date when the Contract Time commences
23 to run as provided in Paragraph 2.04 of the Standard City Conditions of the Construction
24 Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer
27 financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus
28 any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the
29 Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays,
30 expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the
31 Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof ,
32 Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
33 Developer BAP Hospitality, LLC Dollars ($IQO) for each day that expires after the time specified
34 in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
35
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised April 2, 2014
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 2, 2014
CPN 101726
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
1 Article 4. CONTRACT PRICE
2
3
Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
Documents an amount in current funds of Three hundred thirty one thousand four hundred
eighty Dollar4 ($331,480.00).
5 Article 5. CONTRACT DOCUMENTS
6 5.1 CONTENTS:
7 A. The Contract Documents which comprise the entire agreement between Developer and
8 Contractor concerning the Work consist of the following:
9 1. This Agreement.
10 2. Attachments to this Agreement:
11 a. Bid Form (As provided byDeveloper)
12 1) Proposal Form (DAP Version)
13 2) Prequalification Statement
14 3) State and Federal documents (project specific)
15 b. Insurance ACORD Form(s)
16 c. Payment Bond (DAPVersion)
17 d. Performance Bond (DAP Version)
18 e. Maintenance Bond (DAPVersion)
19 f. Power of Attorney for the Bonds
20 g. Worker’s Compensation Affidavit
21 h. MBE and/or SBE Commitment Form (If required)
22 3. Standard City General Conditions of the Construction Contract for Developer Awarded
23 Projects.
24 4. Supplementary Conditions.
25 5.Specifications specifically made a part of the Contract Documents by attachment or, if not
26 attached, as incorporated by reference and described in the Table of Contents of the
27 Project’s Contract Documents.
28 6.Drawings.
29 7.Addenda.
30 8. Documentation submitted by Contractor prior to Notice of Award.
31 9.The following which may be delivered or issued after the Effective Date of the Agreement
32 and, if issued, become an incorporated part of the Contract Documents:
33 a. Notice to Proceed.
34 b. Field Orders.
35 c. Change Orders.
36 d. Letter of Final Acceptance.37
38
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 2, 2014
CPN 101726
00 52 43 - 3
Developer Awarded Project Agreement
1 Article 6. INDEMNIFICATION
Page 3 of 4
2 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense,
3 the city, its officers, servants and employees, from and against any and all claims arising out
4 of, or alleged to arise out of, the work and services to be performed by the contractor, its
5 officers, agents, employees, subcontractors, licenses or invitees under this contract. This
6 indemnification provision is specifically intended to operate and be effective even if it is
7 alleged or proven that all or some of the damages being sought were caused, in whole or in
8 part, by any act, omission or negligence of the city. This indemnity provision is intended to
9 include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in
10 defending against such claims and causes of actions.
11
12 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city,
13 its officers, servants and employees, from and against any and all loss, damage or destruction
14 of property of the city, arising out of, or alleged to arise out of, the work and services to be
15 performed by the contractor, its officers, agents, employees, subcontractors, licensees or
16 invitees under this contract. This indemnification provision is specifically intended to operate
17 and be effective even if it is alleged or proven that all or some of the damages being sought
18 were caused, in whole or in part, by any act, omission or negligence of the city.
19
20 Article 7. MISCELLANEOUS
21 7.1 Terms.
22 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
23 Construction Contract for Developer Awarded Projects.
24 7.2 Assignment of Contract.
25 This Agreement, including all of the Contract Documents may not be assigned by the Contractor
26 without the advanced express written consent of the Developer.
27 7.3 Successors and Assigns.
28 Developer and Contractor each binds itself, its partners, successors, assigns and legal
29 representatives to the other party hereto, in respect to all covenants, agreements and obligations
30 contained in the Contract Documents.
31 7.4 Severability.
32 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable
33 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall
34 continue to be valid and binding upon DEVELOPER and CONTRACTOR.
35 7.5 Governing Law and Venue.
36 This Agreement, including all of the Contract Documents is performable in the State of Texas.
37 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District
38 of Texas, Fort Worth Division.
39 7.6 Authority to Sign.
40 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized
41 signatory of the Contractor.
1
2
3
4
5
00 52 43 - 4
Developer Awarded ProjectAgreement
Page 4 of 4
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor:
By: G /l-,�
(Signature)
(Printed Name)
Title:
Company Name: Tejas Commercial
Construction, LLC
Address:
P.O. Box 10395
Developer:
By:
(Signature)
(Printed Name)
Title:
Company name: BAP Hospitality, LLC
Address:
624 Boyd Road
City/State/Zip: River Oaks, TX 76114 City/State/Zip: Azle, TX 76020
Date
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised April 2, 2014
006213-1
PERFORMANCE BOND
Page I of 3
I SECTION 00 62 13
2 PERFORMANCE BOND #4422888
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 [Text in Blue is for information or guidance. Remove all blue text in the project final document.]
Tejas Commercial Construction, LLC
8 That we, ,known as
9 "Principal" herein and SureTec Insurance Company
a corporate
10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
I I "Surety" herein (whether one or more), are held and firmly bound unto the Developer, (BAP
12 Hospitality, LLC), authorized to do business in Texas ("Developer") and the City of Fort
13 Worth, a Texas municipal corporation ("City"), in the penal sum of,
14 Three Hundred Thiry One Thousand Four Hundred & Eighty dollars 331,480.00
Dollars ($ ),
15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual
17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
18 and severally, firmly by these presents.
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CFA Number 2018-065;and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
23 the day of , 20_, which Contract is hereby referred to and made a
24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
25 and other accessories defined by law, in the prosecution of the Work, including any Change
26 Orders, as provided for in said Contract designated as Motel 6 & Studio 6 Water and Sewer.
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 Motel 6 & Studio 6 Water and Sewer
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
006213-2
PERFORMANCE BOND #4422888
Page 2 of 3
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 all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and offiicers,giict jt `1i'�� day of
9 November , 20 19 �dC�� ''PO p � • �/� �''.�
.W
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U ' OPRMCIPAL: r
+; �)�jas CmerciiiZAtruction LL
i-
ATTEST:
(Principal) Secretary
Witness as rincipal
Wit
as Surety Ll
Charles Allen, Vice -President
Name and Title
Address: P.O. Box 10395
River Oaks, Texas 76114
SURETY:
SureTec Insurance Company
BY:
Signature `
Chris Lynn Holt, Attorney -In -Fad
Name and Title -
Address: 9737 Great Hills Trail, Suite 320
Austin, Texas 78759
Telephone Number: 817-287-3228
*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.
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
00 62 13 - 3
PERFORMANCE BOND
Page 3 of 3
CITY OF FORT WORTH Motel 6 & Studio 6 Water and Sewer
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
The date of the bond shall not be prior to the date the Contract is awarded. 1
2
POA #: 4221828
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
Chris Lynn Holt, Mark Mitchell, Natalie R. McCalment, Jim H. Barr,
Russell Board, Roger A. Redden, Rhonda Wells
its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents of surety for, providing the bond penalty does not exceed
Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the CEO, sealed with the corporate seal
of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the
premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec
Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20' of April,
1999)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its CEO, and its corporate seal to
be hereto affixed this 16th day of August A.D. 2018 . _,-7
uu Mry, J U NY, l r,l: 11V J =r" Y
SVAANC�y
.............
o
By:
w w n- John Kno , CE
State of Texas ss: 7s ., C�q;'
a
County of Harris
On this 16th day of August , A.D. 2018 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say,
that he resides in Houston, Texas, that he is CEO of SURETEC INSURANCE COMPANY, the company described in and which executed the above
instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the
Board of Directors of said Company; and that he signed his name thereto by like order.
iurrr'r JACOIJELYN GI�E-ENLEAF
e>r YJe%
-z. t, t•lotary Pubiic, State of Texas
Comm. Expires05-18-2021
NoteryID i26903029
()F-
JacqVelyn Greenleaf, Notary Public
My commission expires May 18, 2021
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set
out in the Power of Attorney are in full force and effect.
Given under my hand and the seal of said Company at Houston, Texas this day of �vr -
0 k6l A.D.
Bren Beaty, A istant SeeVetary
Any irjtrument issued in excess of the penalty stated above is totally void and without any validity.
For vevf9cation of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST.
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
Statutory Complaint Notice/Filing of Claims
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a
complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9737 Great Hills Trail, Suite 320
Austin, Tx 78759
You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-
3439. You may write the Texas Department of Insurance at
PO Box 149104
Austin, TX 78714-9104
Fax#:512-490-1007
Web: http://www.tdi.state.tx.us
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the
Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance.
Texas Rider 06042014
1
2
3
4 THE STATE OF TEXAS
5
6 COUNTY OF TARRANT
0062 14-1
PAYMENTBOND
Pagel or3
SECTION 00 62 14
PAYMENT BOND #4422888
§ KNOW ALL BY THESE PRESENTS:
7 [Text in Blue is for information or guidance. Remove all blue text in the project final document.]
8 That we Tejas Commercial Construction, LLC known as
9 "Principal" herein, and SureTec Insurance Coml2anv , a
10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
12 Developer, (BAP Hospitality, LLC. ), authorized to do business in Texas "(Developer"),
13 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of
14 Three Hundred Thirty One Thousand Four Hundred and Eighty------------------------------------------------ Dollars
15 (S 331,480.00 ), lawful money of the United States, to be paid in Fort Worth,
16 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
18 successors and assigns, jointly and severally, firmly by these presents:
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth, by and through a Community Facilities
21 Agreement, CFA Number 2018-065;and
22 WHEREAS, Principal has entered into a certain written Contract with Developer,
23 awarded the day of , 20 , which Contract is hereby
24 referred to and made a 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 as provided for in said Contract and designated as Motel 6 do Studio 6 Water and Sewer.
27 NOW, THEREFORE, THE 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 Motel 6 & Studio 6 Water & Sewer
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
8
9
10
11
12
13
14
006214-2
PAYMENT BOND #4422888
Page 2 of 3
I This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 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 5th day of
6 November 120 19
7 Mal
co
GORPO
"AACIPAL:
Commercial Construction, LLC
ATTEST: `gY
.......... '• �` lgnature
rr9I12009
Charles Allen, Vice -President
(Principal) Secretary Name and Title
Address: P.O. Box 10395
?avr�-
River Oaks, Texas 76114
Witness as to rincipal
ATTEST:
(Surety) Secretary
/T'
4WitnestasoSurety
SURETY:
SureTec Insurance Company
BY.
Signature
Chris Lynn Holt, Attorney -In -Fact
Name and Title
Address: 9737 Great Hills Trail, Suite 320
Austin, Texas 78759
Telephone Number: 817-287-3228
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.
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
00 62 14 - 3
PAYMENT BOND
Page 3 of 3
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
END OF SECTION 1
2
POA #: 4221828
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
Chris Lynn Holt, Mark Mitchell, Natalie R. McCalment, Jim H. Barr,
Russell Board, Roger A. Redden, Rhonda Wells
its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents of surety for, providing the bond penalty does not exceed
Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the CEO, sealed with the corporate seal
of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the
premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec
Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attomey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20" of April,
1999.)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its CEO, and its corporate seal to
be hereto affixed this 16th day of August A.D. 2018 . _,-7
5V 13 U KJr. I Ek- 11V `3 cAi lYAPl 1
t By:
w w D John Kno r., CE
�•: 5z�
State of Texas ss:
County of Harris
On this 16th day of August , A.D. 2018 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say,
that he resides in Houston, Texas, that he is CEO of SURETEC INSURANCE COMPANY, the company described in and which executed the above
instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the
Board of Directors of said Company; and that he signed his name thereto by like order.
.iA000ELI`N GREi;IVEP.r
Notary public, State of Texas
Comm. Expires05-18-2021
'�t,;,,to Notary DE 126903029
,,_Amr�7
JacgVelyn Greenleaf, Notary Public
My commission expires May 18, 2021
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set
out in the Power of Attorney are in full force and effect.
Given i:i?drr- ny hard and the seal of said Company at Houston, Texas this day o4Beatyy.
AAWistalnt
A.D.
. Brentary
Any instrument issued in excess of the penalty stated above is totally void and without any validity.
For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST.
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
Statutory Complaint Notice/Filing of Claims
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a
complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9737 Great Hills Trail, Suite 320
Austin, Tx 78759
You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-
3439. You may write the Texas Department of Insurance at
PO Box 149104
Austin, TX 78714-9104
Fax7:512-490-1007
Web: http://www.tdi..,tate.tx.us
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the
Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance.
Texas Rider 06042014
0062 19 - 1
MAINTENANCE BOND
Page I of
I SECTION 00 6219
2 MAINTENANCE BOND #4422888
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 [Text in Blue is for information or guidance. Remove all blue text in the project final document.]
8 That we Tejas Commercial Construction, LLC , known as
9 "Principal" herein and SureTec Insurance Company , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BAP
12 Hospitality, LLC., authorized to do business in Texas ("Developer") and the City of Fort
13 Worth, a Texas municipal corporation ("City"), in the sum
14 of Three Hundred Thirty One Thousand Four Hundred Eighty Dollars ($_ 331,480.00 )
15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment
16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and
17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
18 jointly and severally, firmly by these presents.
19
20 WHEREAS, Developer and City have entered into an Agreement for the construction of
21 community facilities in the City of Fort Worth by and through a Community Facilities
22 Agreement, CFA Number 2018-065;and
23 WHEREAS, the Principal has entered into a certain written contract with the Developer
24 awarded the day of , 20_, which Contract is
25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
26 materials, equipment labor and other accessories as defined by law, in the prosecution of the
27 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
28 the "Work") as provided for in said Contract and designated as Motel 6 c& Studio 6 Water and Sewer; 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 Motel 6 & Studio 6 Water & Sewer
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
00 62 19 - 2
MAINTENANCE BOND
Page 2 of 3
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 1
upon receiving notice from the Developer and/or City of the need thereof at any time within the 2
Maintenance Period. 3
4
NOW THEREFORE, the condition of this obligation is such that if Principal shall 5
remedy any defective Work, for which timely notice was provided by Developer or City, to a 6
completion satisfactory to the City, then this obligation shall become null and void; otherwise to 7
remain in full force and effect. 8
9
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 10
noticed defective Work, it is agreed that the Developer or City may cause any and all such 11
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 12
by the Principal and the Surety under this Maintenance Bond; and 13
14
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 15
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 16
Worth Division; and 17
18
PROVIDED FURTHER, that this obligation shall be continuous in nature and 19
successive recoveries may be had hereon for successive breaches. 20
21
22
23
006219-3
MAINTENANCE BOND #4422888
Page 3 of 3
I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 5th day of
3 November 2019
4
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
ATTEST:
(Principal) Secretary
Pwt
Witness as to rincipal
ATTEST:
( ty) Secretary
Witness as to rety
37 *Note:
38
39
40
41
42
���; •''00�' „PRINCIPAL:
C. as Commercial Construction LLC
' •'• .•� Signature
'�'rrerrnnttntttt0 Charles Allen, Vice -President
Name and Title
Address: P.O. Box 10395
River Oaks, Texas 76114
SURETY:
SureTec Insurance Coml2anv
BY: '
Signature
Chris Lynn Holt, Attomey-In-Fact
Name and Title
Address: 9737 Great Hills Trail, Suite 320
Austin, Texas 78759
Telephone Number: 871-287-3228
If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 101726
Revised January 31, 2012
POA #: 4221828
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
Chris Lynn Holt, Mark Mitchell, Natalie R. McCalment, Jim H. Barr,
Russell Board, Roger A. Redden, Rhonda Wells
its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents of surety for, providing the bond penalty does not exceed
Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the CEO, sealed with the corporate seal
of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the
premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec
Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20" of April,
1999)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its CEO, and its corporate seal to
be hereto affixed this 16th day of August , A.D. 2018 .
,U. SURETEC INS PANY
SURANC�
By:
w a a= John Kno , CE
a; y,z
State of Texas ss: 9 `. <r
County of Harris �,,,,j•�
On this 16th day of August , A.D. 2018 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say,
that he resides in Houston, Texas, that he is CEO of SURETEC INSURANCE COMPANY, the company described in and which executed the above
instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the
Board of Directors of said Company; and that he signed his name thereto by like order.
JACQUELYN GREENLEAF
Motary Public, State of Texas
- -
_'':,� Comm. Expires 05-18-2021
Notary ICE 126903029
i
Jacq elyn Greenleaf, Notary Public
My commission expires May 18, 2021
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set
out in the Power of Attorney are in full force and effect.
Given order tn3-harid-and the seal of said Company at Houston, Texas this day of �a` 2� ;t 1�i , A.D.
. Brenf Beaty, AWistant Secyetary
Any instrument issued in excess of the penalty stated above is totally void and without any validity.
For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST.
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
Statutory Complaint Notice/Filing of Claims
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a
complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9737 Great Hills Trail, Suite 320
Austin, Tx 78759
You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-
3439. You may write the Texas Department of Insurance at
PO Box 149104
Austin, TX 78714-9104
Fax#:512-490-1007
Web: http://www.tdi.,tate.tx.us
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the
Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance.
Texas Rider 06042014
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
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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
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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.
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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.
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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.
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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.
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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;
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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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1.The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2.The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3.The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4.The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5.All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6.If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7.Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8.Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9.Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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Revised: January 10, 2013
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A.City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B.Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C.If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A.The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B.City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1.repair such defective land or areas; or
2.correct such defective Work; or
3.if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4.satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B.If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C.Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A.If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B.In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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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:
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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
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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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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.
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 2
DAP SUBMITTALS
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
7)Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H.Samples
1.As specified in individual Sections, include, but are not necessarily limited to:
a.Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I.Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J.Submittal Distribution
1. Electronic Distribution
a.Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c.Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
[Text in Blue is for information or guidance. Remove all blue text in the final project document.] 3
PART 1 - GENERAL 4
1.1 SUMMARY 5
A.Section Includes:6
1.The procedures for special project circumstances that includes, but is not limited to:7
a.Coordination with the Texas Department of Transportation8
b.Work near High Voltage Lines9
c.Confined Space Entry Program10
d.Air Pollution Watch Days11
e.Use of Explosives, Drop Weight, Etc.12
f.Water Department Notification13
g.Public Notification Prior to Beginning Construction14
h. Coordination with United States Army Corps of Engineers15
i.Coordination within Railroad permits areas16
j.Dust Control17
k.Employee Parking18
l.{Coordination with North Central Texas Council of Governments Clean19
Construction Specification [remove if not required]}20
B.Deviations from this City of Fort Worth Standard Specification21
1. None.22
C.Related Specification Sections include, but are not necessarily limited to:23
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract24
2.Division 1 – General Requirements25
3.Section 33 12 25 – Connection to Existing Water Mains26
27
1.2 REFERENCES 28
A.Reference Standards29
1.Reference standards cited in this Specification refer to the current reference30
standard published at the time of the latest revision date logged at the end of this31
Specification, unless a date is specifically cited.32
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.33
High Voltage Overhead Lines.34
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction35
Specification36
1.3 ADMINISTRATIVE REQUIREMENTS 37
A.Coordination with the Texas Department of Transportation38
1.When work in the right-of-way which is under the jurisdiction of the Texas39
Department of Transportation (TxDOT):40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
a.Notify the Texas Department of Transportation prior to commencing any work 1
therein in accordance with the provisions of the permit 2
b. All work performed in the TxDOT right-of-way shall be performed in3
compliance with and subject to approval from the Texas Department of4
Transportation5
B.Work near High Voltage Lines6
1.Regulatory Requirements7
a.All Work near High Voltage Lines (more than 600 volts measured between8
conductors or between a conductor and the ground) shall be in accordance with9
Health and Safety Code, Title 9, Subtitle A, Chapter 752.10
2. Warning sign11
a.Provide sign of sufficient size meeting all OSHA requirements.12
3. Equipment operating within 10 feet of high voltage lines will require the following13
safety features14
a.Insulating cage-type of guard about the boom or arm15
b. Insulator links on the lift hook connections for back hoes or dippers16
c. Equipment must meet the safety requirements as set forth by OSHA and the17
safety requirements of the owner of the high voltage lines18
4.Work within 6 feet of high voltage electric lines19
a.Notification shall be given to:20
1) The power company (example: ONCOR)21
a)Maintain an accurate log of all such calls to power company and record22
action taken in each case.23
b. Coordination with power company24
1) After notification coordinate with the power company to:25
a)Erect temporary mechanical barriers, de-energize the lines, or raise or26
lower the lines27
c.No personnel may work within 6 feet of a high voltage line before the above28
requirements have been met.29
C.Confined Space Entry Program30
1. Provide and follow approved Confined Space Entry Program in accordance with31
OSHA requirements.32
2. Confined Spaces include:33
a. Manholes34
b.All other confined spaces in accordance with OSHA’s Permit Required for35
Confined Spaces36
D.Use of Explosives, Drop Weight, Etc.37
1. When Contract Documents permit on the project the following will apply:38
a.Public Notification39
1)Submit notice to City and proof of adequate insurance coverage, 24 hours40
prior to commencing.41
2)Minimum 24 hour public notification in accordance with Section 01 31 1342
E.Water Department Coordination43
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
1. During the construction of this project, it will be necessary to deactivate, for a1
period of time, existing lines. The Contractor shall be required to coordinate with2
the Water Department to determine the best times for deactivating and activating3
those lines.4
2. Coordinate any event that will require connecting to or the operation of an existing5
City water line system with the City’s representative.6
a.Coordination shall be in accordance with Section 33 12 25.7
b. If needed, obtain a hydrant water meter from the Water Department for use8
during the life of named project.9
c.In the event that a water valve on an existing live system be turned off and on10
to accommodate the construction of the project is required, coordinate this11
activity through the appropriate City representative.12
1)Do not operate water line valves of existing water system.13
a)Failure to comply will render the Contractor in violation of Texas Penal14
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor15
will be prosecuted to the full extent of the law.16
b)In addition, the Contractor will assume all liabilities and17
responsibilities as a result of these actions.18
F.Public Notification Prior to Beginning Construction19
1. Prior to beginning construction on any block in the project, on a block by block20
basis, prepare and deliver a notice or flyer of the pending construction to the front21
door of each residence or business that will be impacted by construction. The notice22
shall be prepared as follows:23
a. Post notice or flyer 7 days prior to beginning any construction activity on each24
block in the project area.25
1)Prepare flyer on the Contractor’s letterhead and include the following26
information:27
a) Name of Project28
b)City Project No (CPN)29
c)Scope of Project (i.e. type of construction activity)30
d) Actual construction duration within the block31
e)Name of the contractor’s foreman and phone number32
f)Name of the City’s inspector and phone number33
g)City’s after-hours phone number34
2)A sample of the ‘pre-construction notification’ flyer is attached as Exhibit35
A.36
3) Submit schedule showing the construction start and finish time for each37
block of the project to the inspector.38
4) Deliver flyer to the City Inspector for review prior to distribution.39
b. No construction will be allowed to begin on any block until the flyer is40
delivered to all residents of the block.41
G.Public Notification of Temporary Water Service Interruption during Construction42
1.In the event it becomes necessary to temporarily shut down water service to43
residents or businesses during construction, prepare and deliver a notice or flyer of44
the pending interruption to the front door of each affected resident.45
2. Prepared notice as follows:46
a.The notification or flyer shall be posted 24 hours prior to the temporary47
interruption.48
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
b.Prepare flyer on the contractor’s letterhead and include the following 1
information:2
1)Name of the project3
2)City Project Number4
3) Date of the interruption of service5
4) Period the interruption will take place6
5) Name of the contractor’s foreman and phone number7
6) Name of the City’s inspector and phone number8
c. A sample of the temporary water service interruption notification is attached as9
Exhibit B.10
d.Deliver a copy of the temporary interruption notification to the City inspector11
for review prior to being distributed.12
e.No interruption of water service can occur until the flyer has been delivered to13
all affected residents and businesses.14
f.Electronic versions of the sample flyers can be obtained from the Project15
Construction Inspector.16
H.Coordination with United States Army Corps of Engineers (USACE)17
1.At locations in the Project where construction activities occur in areas where18
USACE permits are required, meet all requirements set forth in each designated19
permit.20
I.Coordination within Railroad Permit Areas21
1.At locations in the project where construction activities occur in areas where22
railroad permits are required, meet all requirements set forth in each designated23
railroad permit. This includes, but is not limited to, provisions for:24
a.Flagmen25
b. Inspectors26
c.Safety training27
d. Additional insurance28
e.Insurance certificates29
f.Other employees required to protect the right-of-way and property of the30
Railroad Company from damage arising out of and/or from the construction of31
the project. Proper utility clearance procedures shall be used in accordance32
with the permit guidelines.33
2.Obtain any supplemental information needed to comply with the railroad’s34
requirements.35
J.Dust Control36
1.Use acceptable measures to control dust at the Site.37
a.If water is used to control dust, capture and properly dispose of waste water.38
b.If wet saw cutting is performed, capture and properly dispose of slurry.39
K.Employee Parking40
1. Provide parking for employees at locations approved by the City.41
L.{Coordination with North Central Texas Council of Governments (NCTCOG) Clean42
Construction Specification [if required for the project]43
1. Comply with equipment, operational, reporting and enforcement requirements set44
forth in NCTCOG’s Clean Construction Specification.}45
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14 15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 45 23 - 1
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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 City’s Buzzsaw site, or another form of distribution approved
by the City.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 45 23 - 2
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a.Temporary utilities
b. Sanitary facilities
c.Storage Sheds and Buildings
d. Dust control
e.Temporary fencing of the construction site
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Temporary Utilities
1. Obtaining Temporary Service
a.Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c.Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a.Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c.Coordination
1) Contact City 1 week before water for construction is desired
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised JULY 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a.Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a.Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a.Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B.Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a.Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a.Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c.Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C.Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a.Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D.Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E.Dust Control
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a.Contractor remains on-call at all times
b. Must respond in a timely manner
F.Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A.Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A.Temporary Facilities
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Motel 6 & Studio 6 Water & Sewer
CPN 101726
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Administrative procedures for:
a.Street Use Permit
b. Modification of approved traffic control
c.Removal of Street Signs
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A.Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A.Traffic Control
1. General
a.When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B.Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a.To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a.Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a.Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A.Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A.Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A.General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
B.Construction Activities resulting in:
1. Less than 1 acre of disturbance
a.Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a)Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
3. 5 acres or more of Disturbance
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a)Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a)Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A.SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a.Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a)City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
B.Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 60 00 - 1
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. References for Product Requirements and City Standard Products List
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.A list of City approved products for use is located on Buzzsaw as follows:
1. Resources\02 - Construction Documents\Standard Products List
B.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.
C.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.
D.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.
E.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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 60 00 - 2
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Motel 6 & Studio 6 Water & Sewer
CPN 101726
Revised April 7, 2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Mobilization and Demobilization
a.Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2)Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4)Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1)Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c.Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a.Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a)Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a)Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a)Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c)Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a.Mobilization and Demobilization
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a)Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a)Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c)Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a.A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Mobilization and Demobilization
a.Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a.Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c.The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City
a.Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a.Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c.The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a.Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c.The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 71 23 - 1
DAP CONSTRUCTION STAKING AND SURVEY
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 71 23 - 2
DAP CONSTRUCTION STAKING AND SURVEY
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 71 23 - 3
DAP CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 71 23 - 4
DAP CONSTRUCTION STAKING AND SURVEY
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Motel 6 & Studio 6 Water & Sewer
CPN 101726
Revised April 7, 2014
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A.Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Motel 6 & Studio 6 Water & Sewer
CPN 101726
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.The procedure for closing out a contract
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B.Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A.Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a.Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c.Butterfly Valves
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A.Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a.Size: 8 ½ inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c.Text: Manufacturer’s printed data, or neatly typewritten
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e.Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f.Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a)Title of Project
b) Identity of separate structure as applicable
c)Identity of general subject matter covered in the manual
3. Binders
a.Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B.Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a.Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c.List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a.Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a.Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c.Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a.Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued
a.Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C.Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a.Manufacturer's data, giving full information on products
1)Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a.Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D.Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a.Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c.Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e.Manufacturer's printed operating and maintenance instructions
f.Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g.As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
i.Charts of valve tag numbers, with location and function of each valve
j.List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k.Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a.Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c.As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e.Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f.Manufacturer's printed operating and maintenance instructions
g.List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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".
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 10 00 - 1
SITE CLEARING
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 31 10 00
SITE CLEARING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Preparation of right-of-way and other designated areas for construction operations
by removing and disposing of all obstructions including clearing and grubbing and
trees, when removal of such obstructions is not specifically shown on the Drawings
to be paid by other Sections. The City of Fort Worth’s Urban Forestry Ordinance
governs all tree removals.
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 02 41 13 – Selective Site Demolition
4. Section 02 41 14 – Utility Removal/Abandonment
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Site Clearing
a.Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for “Site Clearing”.
c.The price bid shall include:
1) Pruning of designated trees and shrubs
2) Removal and disposal of trees, structures and obstructions
3) Backfilling of holes
4)Clean-up
2. Tree Removal (typically included in “Site Clearing”, but should be used if “Site
Clearing” is not a bid item)
a.Measurement
1) Measurement for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Tree Removal” for:
a)Various caliper ranges
c.The price bid shall include:
1) Pruning of designated trees and shrubs
2) Removal and disposal of structures and obstructions
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 10 00 - 2
SITE CLEARING
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3) Grading and backfilling of holes
4) Excavation
5) Fertilization
6) Clean-up
3. Tree Removal and Transplantation
a.Measurement
1) Measurement for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Tree Transplant” for:
a)Various caliper ranges
c.The price bid shall include:
1) Pruning of designated trees and shrubs
2) Removal and disposal of structures and obstructions
3) Moving tree with truck mounted tree spade
4) Grading and backfilling of holes
5) Replanting tree at temporary location (determined by Contractor)
6) Maintaining tree until Work is completed
7) Replanting tree into original or designated location
8) Excavation
9) Fertilization
10) Clean-up
1.3 REFERENCES [NOT USED]
1.4 ADMINSTRATIVE REQUIREMENTS
A.Permits
1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as
required by the City’s Tree Ordinance. (www.FortWorthTexas.gov)
B.Preinstallation Meetings
1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist,
City Inspector, and the Project Manager for the purpose of reviewing the
Contractor’s tree removal plan. Clearly mark all trees to remain on the project site
prior to the meeting.
2. The Contractor will provide the City with a Disposal Letter in accordance to
Division 01.
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 CONDITIONS [NOT USED]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 10 00 - 3
SITE CLEARING
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
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
A.All trees identified to be protected and/or preserved should be clearly flagged with
survey tape.
B.Following taping and prior to any removals or site clearing, the Contractor shall meet
with the City, the Engineer and the Landowner, if necessary, to confirm trees to be
saved.
3.4 INSTALLATION
A.Protection of Trees
1. Protect designated trees and prune trees and shrubs as shown on the Drawings.
Refer to the Drawings for tree protection details.
2. If the Drawings do not provide tree protection details, protected trees shall be
fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with
the corners located on the canopy drip line, unless instructed otherwise.
3. When site conditions do not allow for the T-posts to be installed at the drip line, the
T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 ½
gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to
form the enclosure.
4. Do not park equipment, service equipment, store materials, or disturb the root area
under the branches of trees designated for preservation.
5. When shown on the Drawings, treat cuts on trees with an approved tree wound
dressing within 20 minutes of making a pruning cut or otherwise causing damage to
the tree.
6. Trees and brush shall be mulched on-site.
a.Burning as a method of disposal is not allowed.
B.Hazardous Materials
1. The Contractor will notify the Engineer immediately if any hazardous or
questionable materials not shown on the Drawings are encountered. This includes;
but not limited to:
a.Floor tiles
b. Roof tiles
c.Shingles
d. Siding
e.Utility piping
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 10 00 - 4
SITE CLEARING
Page 4 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2. The testing, removal, and disposal of hazardous materials will be in accordance
with Division 1.
C.Site Clearing
1. Clear areas shown on the Drawings of all obstructions, except those landscape
features that are to be preserved. Such obstructions include, but are not limited to:
a.Remains of buildings and other structures
b. Foundations
c.Floor slabs
d. Concrete
e.Brick
f.Lumber
g.Plaster
h. Septic tank drain fields
i.Abandoned utility pipes or conduits
j.Equipment
k.Trees
l.Fences
m.Retaining walls
n. Other items as specified on the Drawings
2. Remove vegetation and other landscape features not designated for preservation,
whether above or below ground, including, but not limited to:
a.Curb and gutter
b. Driveways
c.Paved parking areas
d. Miscellaneous stone
e.Sidewalks
f.Drainage structures
g.Manholes
h. Inlets
i.Abandoned railroad tracks
j.Scrap iron
k.Other debris
3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to
maintain traffic and drainage in accordance with Section 02 41 14.
4. In areas receiving embankment, remove obstructions not designated for
preservation to 2 feet below natural ground.
5. In areas to be excavated, remove obstructions to 2 feet below the excavation level.
6. In all other areas, remove obstructions to 1 foot below natural ground.
7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps
off to ground level.
a.Removal of existing structures shall be as per Section 02 41 13.
D.Disposal
1. Dispose of all trees within 24 hours of removal.
2. All materials and debris removed becomes the property of the Contractor, unless
otherwise stated on the Drawings.
3. The Contractor will dispose of material and debris off-site in accordance with local,
state, and federal laws and regulations.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 10 00 - 5
SITE CLEARING
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3.5 REPAIR [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD 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
12/20/2012 D. Johnson 1.4.A Permits: Removed ordinance number and added City’s website address
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 25 00 - 1
EROSION AND SEDIMENT CONTROL
Page 1 of 9
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 31 25 00
EROSION AND SEDIMENT CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Implementation of the project’s Storm Water Pollution Prevention Plan (SWPPP)
and installation, maintenance and removal of erosion and sediment control devices
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. Storm Water Pollution Prevention Plan <1 acre
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 structure or Items being bid and no other
compensation will be allowed.
2. Storm Water Pollution Prevention Plan ≥ 1 acre
a.Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for “SWPPP ≥ 1 acre”.
c.The price bid shall include:
1) Preparation of SWPPP
2) Implementation
3) Permitting fees
4) Installation
5) Maintenance
6) Removal
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. ASTM Standard:
Motel 6 & Studio 6 Water & Sewer
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EROSION AND SEDIMENT CONTROL
Page 2 of 9
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a.ASTM D3786, Standard Test Method for Bursting Strength of Textile
Fabrics—Diaphragm Bursting Strength Tester Method
b. ASTM D4632, Standard Test Method for Grab Breaking Load and Elongation
of Geotextiles
c.ASTM D4751, Standard Test Method for Determining Apparent Opening Size
of a Geotextile
d. ASTM D4833, Standard Test Method for Index Puncture Resistance of
Geomembranes and Related Products
3. Texas Commission on Environmental Quality (TCEQ) TPDES General Permit No.
TXR150000
4. TxDOT Departmental Material Specifications (DMS)
a.DMS-6230 “Temporary Sediment Control Fence Fabric”
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Storm Water Pollution Prevention Plan (SWPPP)
B.TCEQ Notice of Intent (NOI) for Storm Water Discharges Associated with
Construction Activity under the TPDES General Permit
C.Construction Site Notice
D.TCEQ Notice of Termination (NOT) for Storm Water Discharges Associated with
Construction Activity under the TPDES General Permit
E.Notice of Change (if applicable)
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
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 PRODUCT TYPES AND MATERIALS
A.Rock Filter Dams
1. Aggregate
a.Furnish aggregate with hardness, durability, cleanliness and resistance to
crumbling, flaking and eroding acceptable to the Engineer.
b. Provide the following:
1) Types 1, 2 and 4 Rock Filter Dams
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 25 00 - 3
EROSION AND SEDIMENT CONTROL
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a)Use 3 to 6 inch aggregate.
2) Type 3 Rock Filter Dams
a)Use 4 to 8 inch aggregate.
2. Wire
a.Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie
wires for Types 2 and 3 rock filter dams
b. Type 4 dams require:
1) Double-twisted, hexagonal weave with a nominal mesh opening of 2½
inches x 3 ¼ inches
2) Minimum 0.0866 inch steel wire for netting
3) Minimum 0.1063 inch steel wire for selvages and corners
4) Minimum 0.0866 inch for binding or tie wire
B.Geotextile Fabric
1. Place the aggregate over geotextile fabric meeting the following criteria:
a.Tensile Strength of 250 pounds, per ASTM D4632
b. Puncture Strength of 135 pounds, per ASTM D4833
c.Mullen Burst Rate of 420 psi, per ASTM D3786
d. Apparent Opening Size of No. 20 (max), per ASTM D4751
C.Sandbag Material
1. Furnish sandbags meeting Section 2.5 except that any gradation of aggregate may
be used to fill the sandbags.
D.Stabilized Construction Entrances
1. Provide materials that meet the details shown on the Drawings and this Section.
a.Provide crushed aggregate for long and short-term construction exits.
b. Furnish aggregates that are clean, hard, durable and free from adherent coatings
such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic
and injurious matter.
c.Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches.
d. The aggregate shall be placed over a geotextile fabric meeting the following
criteria:
1) Tensile Strength of 300 pounds, per ASTM D4632
2) Puncture Strength of 120 pounds, per ASTM D4833
3) Mullen Burst Rate of 600 psi, per ASTM D3786
4) Apparent Opening Size of No. 40 (max), per ASTM D4751
E.Embankment for Erosion Control
1.Provide rock, loam, clay, topsoil or other earth materials that will form a stable
embankment to meet the intended use.
F.Sandbags
1. Provide sandbag material of polypropylene, polyethylene or polyamide woven
fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst-
strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent.
2. Use natural coarse sand or manufactured sand meeting the gradation given in Table
1 to fill sandbags.
3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 to 8
inches thick.
Table 1
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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EROSION AND SEDIMENT CONTROL
Page 4 of 9
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Sand Gradation
Sieve # Maximum Retained (% by Weight)
4 3 percent
100 80 percent
200 95 percent
G.Temporary Sediment Control Fence
1. Provide a net-reinforced fence using woven geo-textile fabric.
2. Logos visible to the traveling public will not be allowed.
a.Fabric
1) Provide fabric materials in accordance with DMS-6230, “Temporary
Sediment Control Fence Fabric.”
b. Posts
1) Provide essentially straight wood or steel posts with a minimum length of
48 inches, unless otherwise shown on the Drawings.
2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch
3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch
4) T- or L-shaped steel posts must have a minimum weight of 1.3 pounds per
foot.
c.Net Reinforcement
1) Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire
mesh, with a maximum opening size of 2 x 4 inch, at least 24 inches wide,
unless otherwise shown on the Drawings.
d. Staples
1) Provide staples with a crown at least 3/4 inch wide and legs 1/2 inch long.
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 INSTALLATION
A.Storm Water Pollution Prevention Plan
1. Develop and implement the project’s Storm Water Pollution Prevention Plan
(SWPPP) in accordance with the TPDES Construction General Permit TXR150000
requirements. Prevent water pollution from storm water runoff by using and
maintaining appropriate structural and nonstructural BMPs to reduce pollutants
discharges to the MS4 from the construction site.
B.Control Measures
1. Implement control measures in the area to be disturbed before beginning
construction, or as directed. Limit the disturbance to the area shown on the
Drawings or as directed.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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EROSION AND SEDIMENT CONTROL
Page 5 of 9
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2. Control site waste such as discarded building materials, concrete truck washout
water, chemicals, litter and sanitary waste at the construction site.
3. If, in the opinion of the Engineer, the Contractor cannot control soil erosion and
sedimentation resulting from construction operations, the Engineer will limit the
disturbed area to that which the Contractor is able to control. Minimize disturbance
to vegetation.
4. Immediately correct ineffective control measures. Implement additional controls as
directed. Remove excavated material within the time requirements specified in the
applicable storm water permit.
5. Upon acceptance of vegetative cover by the City, remove and dispose of all
temporary control measures, temporary embankments, bridges, matting, falsework,
piling, debris, or other obstructions placed during construction that are not a part of
the finished work, or as directed.
C.Do not locate disposal areas, stockpiles, or haul roads in any wetland, water body, or
streambed.
D.Do not install temporary construction crossings in or across any water body without the
prior approval of the appropriate resource agency and the Engineer.
E.Provide protected storage area for paints, chemicals, solvents, and fertilizers at an
approved location. Keep paints, chemicals, solvents, and fertilizers off bare ground and
provide shelter for stored chemicals.
F.Installation and Maintenance
1. Perform work in accordance with the TPDES Construction General Permit
TXR150000.
2. When approved, sediments may be disposed of within embankments, or in areas
where the material will not contribute to further siltation.
3. Dispose of removed material in accordance with federal, state, and local
regulations.
4. Remove devices upon approval or when directed.
a.Upon removal, finish-grade and dress the area.
b. Stabilize disturbed areas in accordance with the permit, and as shown on the
Drawings or directed.
5. The Contractor retains ownership of stockpiled material and must remove it from
the project when new installations or replacements are no longer required.
G.Rock Filter Dams for Erosion Control
1.Remove trees, brush, stumps and other objectionable material that may interfere
with the construction of rock filter dams.
2.Place sandbags as a foundation when required or at the Contractor’s option.
3. For Types 1, 2, 3, and 5, place the aggregate to the lines, height, and slopes
specified, without undue voids.
4. For Types 2 and 3, place the aggregate on the mesh and then fold the mesh at the
upstream side over the aggregate and secure it to itself on the downstream side with
wire ties, or hog rings, or as directed.
5. Place rock filter dams perpendicular to the flow of the stream or channel unless
otherwise directed.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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EROSION AND SEDIMENT CONTROL
Page 6 of 9
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
6. Construct filter dams according to the following criteria, unless otherwise shown on
the Drawings:
a.Type 1 (Non-reinforced)
1) Height - At least 18 inches measured vertically from existing ground to top
of filter dam
2) Top Width - At least 2 feet
3) Slopes - At most 2:1
b. Type 2 (Reinforced)
1) Height - At least 18 inches measured vertically from existing ground to top
of filter dam
2) Top Width - At least 2 feet
3) Slopes - At most 2:1
c.Type 3 (Reinforced)
1) Height - At least 36 inches measured vertically from existing ground to top
of filter dam
2) Top Width - At least 2 feet
3) Slopes - At most 2:1
d. Type 4 (Sack Gabions)
1) Unfold sack gabions and smooth out kinks and bends.
2) For vertical filling, connect the sides by lacing in a single loop–double loop
pattern on 4- to 5-inches spacing. At 1 end, pull the end lacing rod until
tight, wrap around the end, and twist 4 times. At the filling end, fill with
stone, pull the rod tight, cut the wire with approximately 6 inches
remaining, and twist wires 4 times.
3) For horizontal filling, place sack flat in a filling trough, fill with stone, and
connect sides and secure ends as described above.
4) Lift and place without damaging the gabion.
5) Shape sack gabions to existing contours.
e.Type 5
1) Provide rock filter dams as shown on the Drawings.
H.Construction Entrances
1. When tracking conditions exist, prevent traffic from crossing or exiting the
construction site or moving directly onto a public roadway, alley, sidewalk, parking
area, or other right of way areas other than at the location of construction entrances.
2. Place the exit over a foundation course, if necessary.
a.Grade the foundation course or compacted subgrade to direct runoff from the
construction exits to a sediment trap as shown on the Drawings or as directed.
3. At drive approaches, make sure the construction entrance is the full width of the
drive and meets the length shown on the Drawings.
a.The width shall be at least 14 feet for 1-way and 24 feet for 2-way traffic for all
other points of ingress or egress or as directed by the Engineer.
I.Earthwork for Erosion Control
1. Perform excavation and embankment operations to minimize erosion and to remove
collected sediments from other erosion control devices.
a.Excavation and Embankment for Erosion Control Measures
1) Place earth dikes, swales or combinations of both along the low crown of
daily lift placement, or as directed, to prevent runoff spillover.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 25 00 - 7
EROSION AND SEDIMENT CONTROL
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2) Place swales and dikes at other locations as shown on the Drawings or as
directed to prevent runoff spillover or to divert runoff.
3) Construct cuts with the low end blocked with undisturbed earth to prevent
erosion of hillsides.
4) Construct sediment traps at drainage structures in conjunction with other
erosion control measures as shown on the Drawings or as directed.
5) Where required, create a sediment basin providing 3,600 cubic feet of
storage per acre drained, or equivalent control measures for drainage
locations that serve an area with 10 or more disturbed acres at 1 time, not
including offsite areas.
b. Excavation of Sediment and Debris
1) Remove sediment and debris when accumulation affects the performance of
the devices, after a rain, and when directed.
J.Sandbags for Erosion Control
1. Construct a berm or dam of sandbags that will intercept sediment-laden storm water
runoff from disturbed areas, create a retention pond, detain sediment and release
water in sheet flow.
2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to
allow for proper tying of the open end.
3. Place the sandbags with their tied ends in the same direction.
4. Offset subsequent rows of sandbags 1/2 the length of the preceding row.
5. Place a single layer of sandbags downstream as a secondary debris trap.
6. Place additional sandbags as necessary or as directed for supplementary support to
berms or dams of sandbags or earth.
K.Temporary Sediment-Control Fence
1. Provide temporary sediment-control fence near the downstream perimeter of a
disturbed area to intercept sediment from sheet flow.
2. Incorporate the fence into erosion-control measures used to control sediment in
areas of higher flow. Install the fence as shown on the Drawings, as specified in this
Section, or as directed.
a.Post Installation
1) Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a
spacing of 6 to 8 feet and install on a slight angle toward the run-off source.
b. Fabric Anchoring
1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of
fabric.
2) Provide a minimum trench cross-section of 6 x 6 inches
3) Place the fabric against the side of the trench and align approximately 2
inches of fabric along the bottom in the upstream direction.
4) Backfill the trench, then hand-tamp.
c.Fabric and Net Reinforcement Attachment
1) Unless otherwise shown under the Drawings, attach the reinforcement to
wooden posts with staples, or to steel posts with T-clips, in at least 4 places
equally spaced.
2) Sewn vertical pockets may be used to attach reinforcement to end posts.
3) Fasten the fabric to the top strand of reinforcement by hog rings or cord
every 15 inches or less.
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EROSION AND SEDIMENT CONTROL
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
d. Fabric and Net Splices
1) Locate splices at a fence post with a minimum lap of 6 inches attached in at
least 6 places equally spaced, unless otherwise shown under the Drawings.
a)Do not locate splices in concentrated flow areas.
2) Requirements for installation of used temporary sediment-control fence
include the following:
a)Fabric with minimal or no visible signs of biodegradation (weak fibers)
b) Fabric without excessive patching (more than 1 patch every 15 to 20
feet)
c)Posts without bends
d) Backing without holes
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.Waste Management
1. Remove sediment, debris and litter as needed.
3.11 CLOSEOUT ACTIVITIES
A.Erosion control measures remain in place and are maintained until all soil disturbing
activities at the project site have been completed.
B.Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas,
on areas not covered by permanent structures, or in areas where permanent erosion
control measures (i.e. riprap, gabions, or geotextiles) have been employed.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A.Install and maintain the integrity of temporary erosion and sedimentation control
devices to accumulate silt and debris until earthwork construction and permanent
erosion control features are in place or the disturbed area has been adequately stabilized
as determined by the Engineer.
B.If a device ceases to function as intended, repair or replace the device or portions
thereof as necessary.
C.Perform inspections of the construction site as prescribed in the Construction General
Permit TXR150000.
D.Records of inspections and modifications based on the results of inspections must be
maintained and available in accordance with the permit.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
31 25 00 - 9
EROSION AND SEDIMENT CONTROL
Page 9 of 9
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 01 17 - 1
PERMANENT ASPHALT PAVING REPAIR
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 32 01 17 1
PERMANENT ASPHALT PAVING REPAIR 2
[Text in Blue is for information or guidance. Remove all blue text in the final project document.] 3
PART 1 - GENERAL 4
1.1 SUMMARY 5
A.Section includes:6
1.Flexible pavement repair to include, but not limited to:7
a.Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.)8
b.Warranty work9
c.Repairs of damage caused by Contractor10
d.Any permanent asphalt pavement repair needed during the course of11
construction12
B.Deviations from this City of Fort Worth Standard Specification13
1.None.14
C.Related Specification Sections include, but are not necessarily limited to:15
1.Division 0 – Bidding Requirements, Contract Forms, and Conditions of the16
Contract17
2.Division 1 – General Requirements18
3.Section 03 34 16 – Concrete Base Material for Trench Repair19
4.Section 32 12 16 – Asphalt Paving20
5.Section 32 13 13 – Concrete Paving21
6.Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill22
1.2 PRICE AND PAYMENT PROCEDURES 23
A.Measurement and Payment24
1.Asphalt Pavement Repair [For utility trench repair, repair width is to include the25
width beyond the trench shown in the Drawings as well as any additional width26
required around structures.]27
a.Measurement28
1)Measurement for this Item will be by the linear foot of Asphalt Pavement29
Repair based on the defined width and roadway classification specified in30
the Drawings.31
b.Payment32
1)The work performed and materials furnished in accordance with this Item33
and measured as provided under “Measurement” will be paid for at the unit34
price bid price per linear foot of Asphalt Pavement Repair.35
c.The price bid shall include:36
1)Preparing final surfaces37
2)Furnishing, loading, unloading, storing, hauling and handling all materials38
including freight and royalty39
3)Traffic control for all testing40
4)Asphalt, aggregate, and additive41
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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PERMANENT ASPHALT PAVING REPAIR
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
5)Materials and work needed for corrective action1
6)Trial batches2
7)Tack coat3
8)Removal and/or sweeping excess material4
2.Asphalt Pavement Repair for Utility Service Trench5
a.Measurement6
1)Measurement for this Item will be by the linear foot of Asphalt Pavement7
Repair centered on the proposed sewer service line measured from the face8
of curb to the limit of the Asphalt Pavement Repair for the main sewer line.9
b.Payment10
1)The work performed and materials furnished in accordance with this Item11
and measured as provided under “Measurement” will be paid for at the unit12
price bid price per linear foot of “Asphalt Pavement Repair, Service”13
installed for:14
a)Various types of utilities15
c.The price bid shall include:16
1)Preparing final surfaces17
2)Furnishing, loading, unloading, storing, hauling and handling all materials18
including freight and royalty19
3)Traffic control for all testing20
4)Asphalt, aggregate, and additive21
5)Materials and work needed for corrective action22
6)Trial batches23
7)Tack coat24
8)Removal and/or sweeping excess material25
3.Asphalt Pavement Repair Beyond Defined Width26
a.Measurement27
1)Measurement for this Item will be by the square yard for asphalt pavement28
repair beyond pay limits of the defined width of Asphalt Pavement Repair29
by roadway classification specified in the Drawings.30
b.Payment31
1)The work performed and materials furnished in accordance with this Item32
and measured as provided under “Measurement” will be paid for at the unit33
price bid per square yard of Asphalt Pavement Repair Beyond Defined34
Width.35
c.The price bid shall include:36
1)Preparing final surfaces37
2)Furnishing, loading, unloading, storing, hauling and handling all materials38
including freight and royalty39
3)Traffic control for all testing40
4)Asphalt, aggregate, and additive41
5)Materials and work needed for corrective action42
6)Trial batches43
7)Tack coat44
8)Removal and/or sweeping excess material45
4.Extra Width Asphalt Pavement Repair46
a.Measurement47
1)Measurement for this Item will be by the square yard for surface repair48
(does not include base repair) for:49
Motel 6 & Studio 6 Water & Sewer
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PERMANENT ASPHALT PAVING REPAIR
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a)Various thicknesses1
b.Payment2
1)The work performed and materials furnished in accordance with this Item3
and measured as provided under “Measurement” will be paid for at the unit4
price bid per square yard of Extra Width Asphalt Pavement Repair5
c.The price bid shall include:6
1)Preparing final surfaces7
2)Furnishing, loading, unloading, storing, hauling and handling all materials8
including freight and royalty9
3)Traffic control for all testing10
4)Asphalt, aggregate, and additive11
5)Materials and work needed for corrective action12
6)Trial batches13
7)Tack coat14
8)Removal and/or sweeping excess material15
1.3 REFERENCES 16
A.Definitions17
1.H.M.A.C. – Hot Mix Asphalt Concrete18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A.Permitting20
1.Obtain Street Use Permit to make utility cuts in the street from the Transportation21
and Public Works Department in conformance with current ordinances.22
2.The Transportation and Public Works Department will inspect the paving repair23
after construction.24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26
A.Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16.27
1.7 CLOSEOUT SUBMITTALS [NOT USED] 28
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29
1.9 QUALITY ASSURANCE [NOT USED] 30
1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.12 FIELD CONDITIONS 32
A.Place mixture when the roadway surface temperature is 45 degrees F or higher and33
rising unless otherwise approved.34
Motel 6 & Studio 6 Water & Sewer
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1.13 WARRANTY [NOT USED] 1
PART 2 - PRODUCTS 2
2.1 OWNER-FURNISHED [NOT USED] 3
2.2 MATERIALS 4
A.Backfill5
1.See Section 33 05 10.6
B.Base Material7
1.Concrete Base Material for Trench Repair: See Section 03 34 16.8
2.Concrete Base: See Section 32 13 13.9
C.Asphalt Paving: see Section 32 12 16.10
1.H.M.A.C. paving: Type D.11
2.3 ACCESSORIES [NOT USED] 12
2.4 SOURCE QUALITY CONTROL [NOT USED] 13
PART 3 - EXECUTION 14
3.1 INSTALLERS [NOT USED] 15
3.2 EXAMINATION [NOT USED] 16
3.3 PREPARATION 17
A.Surface Preparation18
1.Mark pavement cut for repairs for approval by the City.19
2.Contractor and City meet prior to saw cutting to confirm limits of repairs.20
3.4 INSTALLATION 21
A.General22
1.Equipment23
a.Use machine intended for cutting pavement.24
b.Milling machines may be used as long as straight edge is maintained.25
2.Repairs: In true and straight lines to dimensions shown on the Drawings.26
3.Utility Cuts27
a.In a true and straight line on both sides of the trench28
b.Minimum of 12 inches outside the trench walls29
c.If the existing flexible pavement is 2 feet or less between the lip of the existing30
gutter and the edge of the trench repair, remove the existing paving to such31
gutter.32
4.Limit dust and residues from sawing from entering the atmosphere or drainage33
facilities.34
B.Removal35
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 01 17 - 5
PERMANENT ASPHALT PAVING REPAIR
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1.Use care to prevent fracturing existing pavement structure adjacent to the repair1
area.2
C.Base3
1.Install replacement base material as specified in Drawings.4
D.Asphalt Paving5
1.H.M.A.C placement: in accordance with Section 32 12 166
2.Type D surface mix7
3.Depth: as specified in Drawings8
4.Place surface mix in lifts not to exceed 3 inches.9
5.Last or top lift shall not be less than 2 inches thick.10
3.5 REPAIR/RESTORATION [NOT USED] 11
3.6 RE-INSTALLATION [NOT USED] 12
3.7 FIELD QUALITY CONTROL [NOT USED] 13
3.8 SYSTEM STARTUP [NOT USED] 14
3.9 ADJUSTING [NOT USED] 15
3.10 CLEANING [NOT USED] 16
3.11 CLOSEOUT ACTIVITIES [NOT USED] 17
3.12 PROTECTION [NOT USED] 18
3.13 MAINTENANCE [NOT USED] 19
3.14 ATTACHMENTS [NOT USED] 20
21
END OF SECTION 22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson
1.2.A – Modified Items to be included in price bid; Added blue text for clarification
of repair width on utility trench repair; Added a bid item for utility service trench
repair.
24
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 13 20 - 1
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 1 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 5, 2018
SECTION 32 13 20
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Concrete sidewalks
2. Driveways
3. Barrier free ramps
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 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Concrete Sidewalk
a.Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Sidewalk in its final position for various:
a)Thicknesses
b) Types
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per square foot of Concrete Sidewalk.
c.The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
2. Concrete Curb at Back of Sidewalk (6 to 12 inch max)
a.Measurement
1) Measurement for this Item shall be by the linear foot of completed and
accepted Concrete Curb at the Back of Sidewalk within the 6 to 12 inch curb
height at back of walk in its final position.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per linear foot of Concrete Curb at the Back of Sidewalk.
c.The price bid shall include:
1) Excavating and preparing the subgrade
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 13 20 - 2
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 2 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 5, 2018
2) Furnishing and placing all materials, including concrete and reinforcing
steel
3)Excavation in back of “retaining” curb
4) Furnishing, placing, and compacting backfill
3. Concrete Driveway
a.Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Driveway in its final position for various:
a)Thicknesses
b) Types
2) Dimensions will be taken from the back of the projected curb, including the
area of the curb radii and will extend to the limits specified in the Drawings.
3) Sidewalk portion of drive will be included in driveway measurement.
4) Curb on drive will be included in the driveway measurement.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per square foot of Concrete Driveway.
c.The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
4. Barrier Free Ramps
a.Measurement
1) Measurement for this Item shall be per each Barrier Free Ramp completed
and accepted for various:
a)Types
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per each “Barrier Free Ramp” installed.
c.The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
3) Curb Ramp
4) Landing and detectable warning surface as shown on the Drawings
5) Adjacent flares or side curb
1.3 REFERENCES
A.Abbreviations and Acronyms
1. TAS – Texas Accessibility Standards
2. TDLR – Texas Department of Licensing and Regulation
B.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. American Society for Testing and Materials (ASTM)
a.D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
Construction (Non-extruding and Resilient Types)
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 13 20 - 3
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 3 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 5, 2018
b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3)
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A.Mix Design: submit for approval. Section 32 13 13.
B.Product Data: submit product data and sample for pre-cast detectable warning for
barrier free ramp.
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 CONDITIONS
A.Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 EQUIPMENT AND MATERIALS
A.Forms: wood or metal straight, free from warp and of a depth equal to the thickness of
the finished work.
B.Concrete: see Section 32 13 13.
1. Unless otherwise shown on the Drawings or detailed specifications, the standard
class for concrete sidewalks, driveways and barrier free ramps is shown in the
following table:
Standard Classes of Pavement Concrete
Class of
Concrete1
Minimum
Cementitious,
Lb./CY
28 Day Min.
Compressive
Strength2
psi
Maximum
Water/
Cementitious
Ratio
Course
Aggregate
Maximum
Size,
inch
A 470 3000 0.58 1-1/2
C.Reinforcement: see Section 32 13 13.
1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed
bars at 18 inches on-center-both-ways at the center plane of all slabs, unless
otherwise shown on the Drawings or detailed specifications.
D.Joint Filler
1. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler
a.Use only in areas where not practical for wood boards.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 13 20 - 4
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 5, 2018
b. Pre-molded asphalt board filler: ASTM D545.
c.Install the required size and uniform thickness and as specified in Drawings.
d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic
mixture of asphalt and vegetable fiber and/or mineral filler.
E.Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings.
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
A.Surface Preparation
1. Excavation: Excavation required for the construction of sidewalks, driveways and
barrier free ramps shall be to the lines and grades as shown on the Drawings or as
established by the City.
2. Fine Grading
a.The Contractor shall do all necessary filling, leveling and fine grading required
to bring the subgrade to the exact grades specified and compacted to at least 90
percent of maximum density as determined by ASTM D698.
b. Moisture content shall be within minus 2 to plus 4 of optimum.
c.Any over-excavation shall be repaired to the satisfaction of the City.
B.Demolition / Removal
1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
3.4 INSTALLATION
A.General
1. Concrete sidewalks shall have a minimum thickness of 4 inches.
2. Sidewalks constructed in driveway approach sections shall have a minimum
thickness equal to that of driveway approach or as called for by Drawings and
specifications within the limits of the driveway approach.
3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for
walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
The construction of the driveway approach shall include the variable height radius
curb in accordance with the Drawings.
4. All pedestrian facilities shall comply with provisions of TAS including location,
slope, width, shapes, texture and coloring. Pedestrian facilities installed by the
Contractor and not meeting TAS must be removed and replaced to meet TAS (no
separate pay).
B.Forms: Forms shall be securely staked to line and grade and maintained in a true
position during the depositing of concrete.
C.Reinforcement: see Section 32 13 13.
D.Concrete Placement: see Section 32 13 13.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 13 20 - 5
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 5 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 5, 2018
E.Finishing
1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
even surface.
2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
3. Provide exposed aggregate finish if specified.
4. Edge joints and sides shall with suitable tools.
F.Joints
1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed
using redwood.
2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
foot intervals for 5 foot wide and greater sidewalk.
3. Expansion joints shall also be placed at all intersections, sidewalks with concrete
driveways, curbs, formations, other sidewalks and other adjacent old concrete work.
Similar material shall be placed around all obstructions protruding into or through
sidewalks or driveways.
4. All expansion joints shall be 1/2 inch in thickness.
5. Edges of all construction and expansion joints and outer edges of all sidewalks shall
be finished to approximately a 1/2 inch radius with a suitable finishing tool.
6. Sidewalks shall be marked at intervals equal to the width of the walk with a
marking tool.
7. When sidewalk is against the curb, expansion joints shall match those in the curb.
G.Barrier Free Ramp
1. Furnish and install brick red color pre-cast detectable warning Dome-Tile,
manufactured by StrongGo Industries or approved equal by the City.
2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
landing where the pedestrian access route enters the street.
3. Locate detectable warning surface so that the edge nearest the curb line is a
minimum of 6-inch and maximum of 8-inch from the extension of the face of the
curb.
4. Detectable warning Dome-Tile surface may be curved along the corner radius.
5. Install detectable warning surface according to manufacturer’s instructions.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 13 20 - 6
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 6 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 5, 2018
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD 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
12/20/2012 D. Johnson 1.2.A.3 – Measurement and Payment for Barrier Free Ramps modified to match
updated City Details
4/30/2013 F. Griffin Corrected Part 1, 1.2, A, 3, b, 1 to read; from . . . square foot of Concrete Sidewalk.
to . . .each “Barrier Free Ramp” installed.
June 5, 2018 M Owen Revised Measurement and Payment.section.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 16 13 - 1
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 1 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 05, 2016
SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Concrete Curbs and Gutters
2. Concrete Valley Gutters
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 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Concrete Curb and Gutter
a.Measurement
1) Measurement for this Item shall be by the linear foot of Concrete Curb and
Gutter.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per linear foot of Concrete Curb and Gutter complete and in place
by curb height.
c.The price bid shall include:
1) Preparing the subgrade
2) Furnishing and placing all materials, including foundation course,
reinforcing steel, and expansion material
2. Concrete Valley Gutter
a.Measurement
1) Measurement for this Item shall be by the square yard of Concrete Valley
Gutter.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per square yard of Concrete Valley Gutter complete and in place
for:
a)Various street types
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 16 13 - 2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 05, 2016
c.The price bid shall include:
1) Preparing the subgrade
2) Furnishing and placing all materials, including foundation course,
reinforcing steel, and expansion material
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 ACTION 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 CONDITIONS
A.Weather Conditions: See Section 32 13 13.
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER FURNISHED PRODUCTS [NOT USED]
2.2 EQUIPMENT AND MATERIALS
A.Forms: See Section 32 13 13.
B.Concrete:
1. Unless otherwise shown on the Drawings or detailed specifications, the standard
class for concrete curb, gutter, and curb & gutter is shown in the following table:
Standard Classes of Pavement Concrete
Class of
Concrete
Minimum
Cementitious,
Lb./CY
28 Day Min.
Compressive
Strength
psi
Maximum
Water/
Cementitious
Ratio
Course
Aggregate
Maximum
Size,
inch
A 470 3000 0.58 1-1/2
C.Reinforcement: See Section 32 13 13.
D.Joint Filler
1. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler
a.Use only in areas where not practical for wood boards
b. Pre-molded asphalt board filler: ASTM D545
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 16 13 - 3
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 3 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 05, 2016
c.Install the required size and uniform thickness and as specified in the Drawings.
d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
mixture of asphalt and vegetable fiber and/or mineral filler.
E.Expansion Joint Sealant: See Section 32 13 73.
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
A.Demolition / Removal: See Section 02 41 13.
3.4 INSTALLATION
A.Forms
1. Extend forms the full depth of concrete.
2. Wood forms: minimum of 1-1/2 inches in thickness
3. Metal Forms: a gauge that shall provide equivalent rigidity and strength
4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet.
5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be
rejected.
B.Reinforcing Steel
1. Place all necessary reinforcement for City approval prior to depositing concrete.
2. All steel must be free from paint and oil and all loose scale, rust, dirt and other
foreign substances.
3. Remove foreign substances from steel before placing.
4. Wire all bars at their intersections and at all laps or splices.
5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is
greater.
C.Concrete Placement
1. Deposit concrete to maintain a horizontal surface.
2. Work concrete into all spaces and around any reinforcement to form a dense mass
free from voids.
3. Work coarse aggregate away from contact with the forms
4. Hand-Laid Concrete – Curb and gutter
a.Shape and compact subgrade to the lines, grades and cross section shown on the
Drawings.
b. Lightly sprinkle subgrade material immediately before concrete placement.
c.Deposit concrete into forms.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 16 13 - 4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 05, 2016
d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the
finished curb, unless otherwise approved.
5. Machine-Laid Concrete – Curb and Gutter
a.Hand-tamp and sprinkle subgrade material before concrete placement.
b. Provide clean surfaces for concrete placement.
c.Place the concrete with approved self-propelled equipment.
1) The forming tube of the extrusion machine or the form of the slipform
machine must easily be adjustable vertically during the forward motion of
the machine to provide variable heights necessary to conform to the
established gradeline.
d. Attach a pointer or gauge to the machine so that a continual comparison can be
made between the extruded or slipform work and the grade guideline.
e.Brush finish surfaces immediately after extrusion or slipforming.
6. Hand-Laid Concrete – Concrete Valley Gutter: See Section 32 13 13.
7. Expansion joints
a.Place expansion joints in the curb and gutter at 200-foot intervals and at
intersection returns and other rigid structures.
b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
pavement joints to a depth of 1-1/2 inches.
c.Place expansion joints at all intersections with concrete driveways, curbs,
buildings and other curb and gutters.
d. Make expansion joints no less than 1/2 inch in thickness, extending the full
depth of the concrete.
e.Make expansion joints perpendicular and at right angles to the face of the curb.
f.Neatly trim any expansion material extending above the finished to the surface
of the finished work.
g.Make expansion joints in the curb and gutter coincide with the concrete
expansion joints.
h. Longitudinal dowels across the expansion joints in the curb and gutter are
required.
i.Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each
expansion joint.
j.Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
provides a minimum of 1 inch free expansion.
k.Support dowels by an approved method.
D.Curing: see Section 32 13 13.
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
A.Inspections
1. Steel reinforcement placement
2. Headed bolts and studs
3. Verification of use of required design mixture
4. Concrete placement, including conveying and depositing
5. Curing procedures and maintenance of curing temperature
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 16 13 - 5
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 05, 2016
B.Concrete Tests: Perform testing of fresh concrete sample obtained according to
ASTM C172 with the following requirements:
1. Testing Frequency: Obtain 1 fresh concrete sample for each day's pour of each
concrete mixture exceeding 5 cubic yard, but less than 150 cubic yard, plus 1 set for
each additional 150 cubic yard or fraction thereof.
2. Slump: ASTM C143; 1 test at point of placement for each concrete sample, but not
less than 1 test for each day's pour of each concrete mixture. Perform additional
tests when concrete consistency appears to change.
3. Air Content: ASTM C231, pressure method, for normal-weight concrete; 1 test for
each sample, but not less than 1 test for each day's pour of each concrete mixture.
4. Concrete Temperature: ASTM C1064; 1 test for each concrete sample.
5. Compression Test Specimens: ASTM C31.
a.Cast and laboratory cure 3 cylinders for each fresh concrete sample.
1) Do not transport field cast cylinders until they have cured for a
minimum of 24 hours.
6. Compressive-Strength Tests: ASTM C39;
a.Test 1 cylinder at 7 days.
b. Test 2 cylinders at 28 days.
7. Upload test results into Buzzsaw within 48 hours of testing. Reports of
compressive-strength tests shall contain Project identification name and number,
date of concrete placement, name of concrete tester and inspector, location of
concrete batch in Work, design compressive strength at 28 days, concrete mixture
proportions and materials, compressive breaking strength, and type of break for
both 7- and 28-day tests.
8. Additional Tests: Additional tests of concrete shall be made when test results
indicate that slump, air entrainment, compressive strengths, or other City
specification requirements have not been met. The Lab Services division may
conduct or request tests to determine adequacy of concrete by cored cylinders
complying with ASTM C42 or by other methods as directed by the Project
Manager.
a.When the strength level of the concrete for any portion of the structure, as
indicated by cylinder tests, falls below the specified requirements, provide
improved curing conditions and/or adjustments to the mix design as required to
obtain the required strength. If the average strength of the laboratory control
cylinders falls so low as to be deemed unacceptable, follow the core test
procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be
approved by the Project Engineer. Core sampling and testing shall be at
Contractors expense.
b. If the results of the core tests indicate that the strength of the structure is
inadequate, any replacement, load testing, or strengthening as may be ordered
by the Project Engineer shall be provided by the Contractor without cost to the
City.
9. Additional testing and inspecting, at Contractor's expense, will be performed to
determine compliance of replaced or additional work with specified requirements.
10. Correct deficiencies in the Work that test reports and inspections indicate does not
comply with the Contract Documents.
3.8 SYSTEM STARTUP [NOT USED]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 16 13 - 6
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 6 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised October 05, 2016
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
12/20/2012 D. Johnson 1.2.A.2. Modified payment item to vary by street type
10/05/2016 Z. Arega Added Subsection 2.2.B.1 and Subsection 3.7
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 91 19 - 1
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 32 91 19
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Furnish and place topsoil to the depths and on the areas shown on the Drawings.
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. Measurement
a.Measurement for this Item shall be by cubic yard of Topsoil in place.
2. Payment
a.The work performed and materials furnished in accordance with this Item and
measured as provided under “Measurement” will be paid for at the unit price
bid per cubic yard of Topsoil.
b. All excavation required by this Item in cut sections shall be measured in
accordance with provisions for the various excavation items involved with the
provision that excavation will be measured and paid for once, regardless of the
manipulations involved.
3. The price bid shall include:
a.Furnishing Topsoil
b. Loading
c.Hauling
d. Placing
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 ACTION 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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 91 19 - 2
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A.Topsoil
1. Use easily cultivated, fertile topsoil that:
a.Is free from objectionable material including subsoil, weeds, clay lumps, non-
soil materials, roots, stumps or stones larger than 1.5 inches
b. Has a high resistance to erosion
c.Is able to support plant growth
2. Secure topsoil from approved sources.
3. Topsoil is subject to testing by the City.
4. pH: 5.5 to 8.5.
5. Liquid Limit: 50 or less
6. Plasticity Index: 20 or less
7. Gradation: maximum of 10 percent passing No. 200 sieve
B.Water: Clean and free of industrial wastes and other substances harmful to the growth
of vegetation
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 INSTALLATION
A.Finishing of Parkways
1. Smoothly shape parkways, shoulders, slopes, and ditches.
2. Cut parkways to finish grade prior to the placing of any improvements in or
adjacent to the roadway.
3. In the event that unsuitable material for parkways is encountered, extend the depth
of excavation in the parkways 6 inches and backfill with top soil.
4. Make standard parkway grade perpendicular to and draining to the curb line.
a.Minimum: 1/4 inch per foot
b. Maximum: 4:1
c.City may approve variations from these requirements in special cases.
5. Whenever the adjacent property is lower than the design curb grade and runoff
drains away from the street, the parkway grade must be set level with the top of the
curb.
6. The design grade from the parkway extends to the back of the walk line.
7. From that point (behind the walk), the grade may slope up or down at maximum
slope of 4:1.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 91 19 - 3
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
B.Placing of Topsoil
1. Spread the topsoil to a uniform loose cover at the thickness specified.
2. Place and shape the topsoil as directed.
3. Hand rake finish a minimum of 5 feet from all flatwork.
4. Tamp the topsoil with a light roller or other suitable equipment.
3.5 REPAIR/RESTORATION] [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD 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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 1
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Furnishing and installing grass sod and permanent seeding as shown on Drawings,
or as directed.
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 91 19 – Topsoil Placement and Finishing of Parkways
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Block Sod Placement
a.Measurement
1) Measurement for this Item shall be by the square yard of Block Sod placed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per square yard of Block Sod placed.
c.The price bid shall include:
1) Furnishing and placing all sod
2) Rolling and tamping
3) Watering (until established)
4) Disposal of surplus materials
2. Seeding
a.Measurement
1) Measurement for this Item shall be by the square yard of Seed spread.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per square yard of Seed placed for various installation methods.
c.The price bid shall include:
1) Furnishing and placing all Seed
2) Furnishing and applying water for seed fertilizer
3) Slurry and hydraulic mulching
4) Fertilizer
5) Watering and mowing (until established)
6) Disposal of surplus materials
3. Mowing
a.Measurement
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 2
HYDROMULCHING, SEEDING AND SODDING
Page 2 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1) Measurement for this Item shall per each.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per each.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 ACTION SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS
A.Seed
1.Vendors’ certification that seeds meet Texas State seed law including:
a.Testing and labeling for pure live seed (PLS)
b. Name and type of seed
2. All seed shall be tested in a laboratory with certified results presented to the City in
writing, prior to planting.
3. All seed to be of the previous season's crop and the date on the container shall be
within 12 months of the seeding date.
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
A.Block Sod
1. Protect from exposure to wind, sun and freezing.
2. Keep stacked sod moist.
B.Seed
1.If using native grass or wildflower seed, seed must have been harvested within 100
miles of the construction site.
2. Each species of seed shall be supplied in a separate, labeled container for
acceptance by the City.
C.Fertilizer
1. Provide fertilizer labeled with the analysis.
2. Conform to Texas fertilizer law.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS AND EQUIPMENT
A.Materials
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 3
HYDROMULCHING, SEEDING AND SODDING
Page 3 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1. Block Sod
a.Sod Varieties (match existing if applicable)
1) "Stenotaphrum secundatum" (St. Augustine grass)
2) "Cynodon dactylon" (Common Bermudagrass)
3) "Buchloe dactyloides" (Buffalograss)
4) an approved hybrid of Common Bermudagrass
5) or an approved Zoysiagrass
b. Sod must contain stolons, leaf blades, rhizomes and roots.
c.Sod shall be alive, healthy and free of insects, disease, stones, undesirable
foreign materials and weeds and grasses deleterious to its growth or which
might affect its subsistence or hardiness when transplanted.
d. Minimum sod thickness: 3/4 inch
e.Maximum grass height: 2 inches
f.Acceptable growing beds
1) St. Augustine grass sod: clay or clay loam topsoil
2) Bermuda grasses and zoysia grasses: sand or sandy loam soils
g.Dimensions
1) Machine cut to uniform soil thickness.
2) Sod shall be of equal width and of a size that permits the sod to be lifted,
handled and rolled without breaking.
h. Broken or torn sod or sod with uneven ends shall be rejected.
2. Seed
a.General
1) Plant all seed at rates based on pure live seed (PLS)
a)Pure Live Seed (PLS) determined using the formula:
(1) Percent Pure Live Seed = Percent Purity x [(Percent Germination +
Percent Firm or Hard Seed) + 100]
2) Availability of Seed
a)Substitution of individual seed types due to lack of availability may be
permitted by the City at the time of planting.
b) Notify the City prior to bidding of difficulties locating certain species.
3) Weed seed
a)Not exceed ten percent by weight of the total of pure live seed (PLS)
and other material in the mixture
b) Seed not allowed:
(1) Johnsongrass
(2) Nutgrass seed
4) Harvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs.
PLS/Acre
Common Name Botanical Name Purity
(percent)
Germination
(percent)
25 Bermuda (unhulled) cynodon dactylon 85 90
75 Bermuda (hulled) cynodon dactylon 95 90
2) Plant between September 10 and April 15
Lbs.
PLS/Acre
Common Name Botanical Name Purity
(percent)
Germination
(percent)
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 4
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
220 Rye Grass lolium multiflorum 85 90
75 Bermuda (unhulled) cynodon dactylon 95 90
c.Native Grass Seed
1) Plant between February 1 and October 1.
Lbs. PLS/Acre Common Name Botanical Name
1.6 Green Sprangletop Leptochloa dubia
5.5 Sideoats Grama* Bouteloua curtipendula
3.7 Little Bluestem* Schizachyrium scoparium
17.0 Buffalograss Buchloe dactyloides
1.8 Indian Grass* Sorghastrum nutans
0.5 Sand Lovegrass* Eragrostis trichodes
6.0 Big Bluestem Andropogon gerardii
8.0 Eastern Grama Tripscacum dactyloides
1.2 Blue Grama Bouteloua gracilis
1.8 Switchgrass Panicum virgatum
10.0 Prairie Wildrye* Elymus canadensis
d. Wildflower Seed
1) Plant between the following:
a)March 5 and May 31
b) September 1 and December 1
Lbs. PLS/Acre Common Name Botanical Name
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias tuberosa
2.0 Clasping Coneflower* Rudbeckia amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena Verbena bipinnatifida
8.0 Texas Yellow Star Lindheimeri texana
8.0 Winecup Callirhoe involcrata
2.0 Black-eyed Susan Rudbeckia hirta
18.0 Cutleaf Daisy Engelmannia pinnatifida
2.0 Obedient Plant Physostegia intermedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
*not to be planted within ten feet of a road or parking lot or within three feet of a
walkway
e.Temporary Erosion Control Seed
1) Consist of the sowing of cool season plant seeds.
3. Mulch
a.For use with conventional mechanical or hydraulic planting of seed.
b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products
(waste products from paper mills or recycled newspaper).
c.No growth or germination inhibiting factors.
d. No more than ten percent moisture, air dry weight basis.
e.Additives: binder in powder form.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 5
HYDROMULCHING, SEEDING AND SODDING
Page 5 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
f.Form a strong moisture retaining mat.
4. Fertilizer
a.Acceptable condition for distribution
b. Applied uniformly over the planted area
c.Analysis
1) 16-20-0
2) 16-8-8
d. Fertilizer rate:
1) Not required for wildflower seeding
2) Newly established seeding areas - 100 pounds of nitrogen per acre
3) Established seeding areas - 150 pounds of nitrogen per acre
5. Topsoil: See Section 32 91 19.
6. Water: clean and free of industrial wastes or other substances harmful to the
germination of the seed or to the growth of the vegetation.
7. Soil Retention Blanket
a."Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION
A.Surface Preparation: clear surface of all material including:
1. Stumps, stones, and other objects larger than one inch.
2. Roots, brush, wire, stakes, etc.
3. Any objects that may interfere with seeding or maintenance.
B.Tilling
1. Compacted areas: till 1 inch deep
2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
seed/water run-off
3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees.
3.4 INSTALLATION
A.Block Sodding
1. General
a.Place sod between curb and walk and on terraces that is the same type grass as
adjacent grass or existing lawn.
b. Plant between the average last freeze date in the spring and 6 weeks prior to the
average first freeze in the fall.
2. Installation
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 6
HYDROMULCHING, SEEDING AND SODDING
Page 6 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a.Plant sod specified after the area has been completed to the lines and grades
shown on the Drawings with 6 inches of topsoil.
b. Use care to retain native soil on the roots of the sod during the process of
excavating, hauling and planting.
c.Keep sod material moist from the time it is dug until planted.
d. Place sod so that the entire area designated for sodding is covered.
e.Fill voids left in the solid sodding with additional sod and tamp.
f.Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
slope.
g.Peg sod with wooden pegs (or wire staple) driven through the sod block to the
firm earth in areas that may slide due to the height or slope of the surface or
nature of the soil.
3. Watering and Finishing
a.Furnish water as an ancillary cost to Contractor by means of temporary
metering / irrigation, water truck or by any other method necessary to achieve
an acceptable stand of turf as defined in 3.13.B.
b. Thoroughly water sod immediately after planted.
c.Water until established.
d. Generally, an amount of water that is equal to the average amount of rainfall
plus 1/2 inch per week should be applied until accepted. If applicable, plant
large areas by irrigation zones to ensure areas are watered as soon as they are
planted.
B.Seeding
1. General
a.Seed only those areas indicated on the Drawings and areas disturbed by
construction.
b. Mark each area to be seeded in the field prior to seeding for City approval.
2. Broadcast Seeding
a.Broadcast seed in 2 directions at right angles to each other.
b. Harrow or rake lightly to cover seed.
c.Never cover seed with more soil than twice its diameter.
d. For wildflower plantings:
1) Scalp existing grasses to 1 inch
2) Remove grass clippings, so seed can make contact with the soil.
3. Mechanically Seeding (Drilling):
a.Uniformly distribute seed over the areas shown on the Drawings or as directed.
b. All varieties of seed and fertilizer may be distributed at the same time provided
that each component is uniformly applied at the specified rate.
c.Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
drill.
d. Drill on the contour of slopes
e.After planting roll with a roller integral to the seed drill, or a corrugated roller
of the "Cultipacker" type.
f.Roll slope areas on the contour.
4. Hydromulching
a.Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
1) Mixture is uniformly suspended to form a homogenous slurry.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 7
HYDROMULCHING, SEEDING AND SODDING
Page 7 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2) Mixture forms a blotter-like ground cover impregnated uniformly with
grass seed.
3) Mixture is applied within 30 minutes after placed in the equipment.
b. Placing
1) Uniformly distribute in the quantity specified over the areas shown on the
Drawings or as directed.
5. Fertilizing: uniformly apply fertilizer over seeded area.
6. Watering
a.Furnish water by means of temporary metering / irrigation, water truck or by
any other method necessary to achieve an acceptable stand of turf as defined in
3.13.B.
b. Water soil to a minimum depth of 4 inches within 48 hours of seeding.
c.Water as direct by the City at least twice daily for 14 days after seeding in such
a manner as to prevent washing of the slopes or dislodgement of the seed.
d. Water until final acceptance.
e.Generally, an amount of water that is equal to the average amount of rainfall
plus 1/2 inch per week should be applied until accepted.
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A.Block Sodding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Sod shall not be considered finally accepted until the sod has started to peg down
(roots growing into the soil) and is free from dead blocks of sod.
B.Seeding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Maintain the seeded area until each of the following is achieved:
a.Vegetation is evenly distributed
b. Vegetation is free from bare areas
3. Turf will be accepted once fully established.
a.Seeded area must have 100 percent growth to a height of 3 inches with 1 mow
cycle performed by the Contractor prior to consideration of acceptance by the
City.
C.Rejection
Motel 6 & Studio 6 Water & Sewer
CPN 101726
32 92 13 - 8
HYDROMULCHING, SEEDING AND SODDING
Page 8 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1. City may reject block sod or seeded area on the basis of weed populations.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 30 - 1
SEWER AND MANHOLE TESTING
Page 1 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Motel 6 & Studio 6 Water & Sewer
CPN 101726
Revised December 20, 2012
SECTION 33 01 30
SEWER AND MANHOLE TESTING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Testing for sanitary sewer pipe and manholes prior to placing in service
a.Low Pressure Air Test and Deflection (Mandrel) Test
1) Excludes pipe with flow
2) Hydrostatic Testing is not allowed.
b. Vacuum Testing for sanitary sewer manholes
2. Before any newly constructed sanitary sewer pipe and manholes are placed into
service it shall be cleaned and tested.
3. Pipe testing will include low pressure air test for 60-inch pipe and smaller.
4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe.
5. Pipe testing will include deflection (mandrel) test for pipe.
6. Hydrostatic testing is not allowed.
7. Manhole testing will include vacuum test.
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 03 80 00 – Modifications to Existing Concrete Structures
4. Section 33 04 50 – Cleaning of Sewer Mains
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Pipe Testing
a.Measurement
1) This Item is considered subsidiary to the sanitary sewer main (pipe)
completed in place.
b. Payment
1) The work performed and the materials furnishing in accordance with this
Item are subsidiary to the unit price bid per linear foot of sanitary sewer main
(pipe) complete in place, and no other compensation will be allowed.
2. Manhole Testing
a.Measurement
1) Measurement for testing manholes shall be per each vacuum test.
b. Payment
33 01 30 - 2
SEWER AND MANHOLE TESTING
Page 2 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each vacuum test completed.
c.The price bid shall include:
1) Mobilization
2) Plugs
3) Clean-up
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals 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 [NOT USED]
1.7 CLOSEOUT SUBMITTALS
A.Test and Evaluation Reports
1. All test reports generated during testing (pass and fail)
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Certifications
1. Mandrel Equipment
a.If requested by City, provide Quality Assurance certification that the equipment
used has been designed and manufactured in accordance to the required
specifications.
2. Joint Testing
a.Testing Service - Engage a qualified independent testing agency to perform
joint evaluation tests
b. Equipment - If requested by City, provide Quality Assurance certification that
the equipment used has been designed and manufactured in accordance to the
required specifications.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 30 - 3
SEWER AND MANHOLE TESTING
Page 3 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION
A.Low Pressure Air Test (Pipe 60 inch and smaller)
1. Clean the sewer main before testing, as outlined in Section 33 04 50.
2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test.
B.Low Pressure Joint Air Test (Pipe 27 inch or larger)
1. Clean the sewer main before testing, as outlined in Section 33 04 50.
2. Assemble individual joint tester over each joint from within the pipe.
C.Deflection (mandrel) test (Pipe)
1. Perform as last work item before final inspection.
2. Clean the sewer main and inspect for offset and obstruction prior to testing.
3. Materials
a.Mandrel used for deflection test
1) Use of an uncertified mandrel or a mandrel altered or modified after
certification will invalidate the deflection test.
2) Mandrel requirements
a)Odd number of legs with 9 legs minimum
b) Effective length not less than its nominal diameter
c)Fabricated of rigid and nonadjustable steel
d) Fitted with pulling rings and each end
e)Stamped or engraved on some segment other than a runner indicating
the following:
(1) Pipe material specification
(2) Nominal size
(3) Mandrel outside diameter (OD)
f)Mandrel diameter must be 95 percent of inside diameter (ID) of pipe.
g)Mandrel equipment shall be suitable for the pipe material to prevent
damage to the pipe. Consult manufacturer for appropriate mandrel
equipment.
D.Vacuum test (Manhole)
1. Plug lifting holes and exterior joints.
2. Plug pipes and stubouts entering the manhole.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 30 - 4
SEWER AND MANHOLE TESTING
Page 4 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum
is drawn.
4. Plug pipes with drop connections beyond drop.
5. Place test head inside the frame at the top of the manhole.
3.4 INSTALLATION
A.Low pressure air test (Pipe 60” Inch and Smaller)
1. Install plug with inlet tap.
2. Connect air hose to inlet tap and a portable air control source.
3. After the stabilization period (3.5 psig minimum pressure) start the stop watch.
4. Determine time in seconds that is required for the internal air pressure to reach 2.5
psig. Minimum permissible pressure holding time per diameter per length of pipe
is computed from the following equation:
T = (0.0850*D*K)
Q
Where:
T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig
K = 0.000419*D*L, but not less than 1.0
D = nominal pipe diameter, inches
L = length of pipe being tested (by pipe size), feet
Q = 0.0015, cubic feet per minute per square foot of internal surface
5. UNI-B-6, Table 1 provides required time for given lengths of pipe for sizes 4-inch
through 60-inch based on the equation above.
UNI-B-6, Table 1
Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe
indicated for q = 0.0015
1 2 3 4
Pipe
Diameter
(in.)
Minimum
Time
(min:
sec}
Length for
Minimum
Time (ft)
Time for
Longer
Length (sec)
100ft 150ft 200ft 250ft 300ft 350ft 400ft 450ft
4 3:46 597 .380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46
6 5:40 398 .854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24
8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24
10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48
12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38:00
15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42:00 31:09:00 35:36:00 40:04:00
18 17:00 133 7.692 L 17:00 19:13 25:38:00 32:03:00 38:27:00 44:52:00 51:16:00 57:41:00
21 19:50 114 10.470 L 19:50 26:10:00 34:54:00 43:37:00 52:21:00 61:00:00 69:48:00 78:31:00
24 22:40 99 13.674 L 22:47 34:11:00 45:34:00 56:58:00 68:22:00 79:46:00 91:10:00 102:33:00
27 25:30:00 88 17.306 L 28:51:00 43:16:00 57:41:00 72:07:00 86:32:00 100:57:00 115:22:00 129:48:00
30 28:20:00 80 21.366 L 35:37:00 53:25:00 71:13:00 89:02:00 106:50:00 124:38:00 142:26:00 160:15:00
33 31:10:00 72 25.852 L 43:05:00 64:38:00 86:10:00 107:43:00 129:16:00 150:43:00 172:21:00 193:53:00
36 34:00:00 66 30.768 L 51:17:00 76:55:00 102:34:00 128:12:00 153:50:00 179:29:00 205:07:00 230:46:00
42 39:48:00 57 41.883L 69:48:00 104:42:00 139:37:00 174:30:00 209:24:00 244:19:00 279:13:00 314:07:00
48 45:34:00 50 54.705 L 91:10:00 136:45:00 182:21:00 227:55:00 273:31:00 319:06:00 364:42:00 410:17:00
54 51:02:00 44 69.236 L 115:24:00 173:05:00 230:47:00 288:29:00 346:11:00 403:53:00 461:34:00 519:16:00
60 56:40:00 40 85.476 L 142:28:00 213:41:00 284:55:00 356:09:00 427:23:00 498:37:00 569:50:00 641:04:00
Specification Time for Length (L) Shown (min:sec)
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 30 - 5
SEWER AND MANHOLE TESTING
Page 5 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
6. Stop test if no pressure loss has occurred during the first 25 percent of the
calculated testing time.
B.Low pressure joint air test (27 Inch or larger pipe)
1. All pipe joints, for all pipe materials, shall be tested in accordance with ASTM
C1103 as follows:
2. Equipment shall be the product of manufacturers having more than five years of
regular production of successful joint testers. Joint tester shall be as manufactured
by Cherne Industrial, Inc., of Edina, Minnesota, or approved equal.
3. Follow equipment manufacturer's recommendations when performing tests; only
experienced technicians shall perform tests.
4. The testing equipment shall be assembled and positioned over the center of the pipe
joint and the end element tubes inflated to a maximum of 25 psi.
5. Pressurize the center joint test area to 4.0 psig and allow the temperature and
pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to
testing.
6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the
pressure from 3.5 psig to 2.5 psig.
7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig
is greater than 10 seconds.
C.Deflection (mandrel) test (Pipe)
1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to
ensure that maximum allowable deflection is not exceeded.
2. Maximum percent deflection by pipe size is as follows:
Nominal Pipe Size
Inches Percent Deflection Allowed
12 and smaller 5.0
15 through 30 4.0
Greater than 30 3.0
D.Vacuum test (Manhole)
1. Test manhole prior to coating with epoxy or other material.
2. Draw a vacuum of 10 inches of mercury and turn off the pump.
3. With the valve closed, read the level vacuum level after the required test time.
4. Minimum time required for vacuum drop of 1 inch of mercury is as follows:
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 30 - 6
SEWER AND MANHOLE TESTING
Page 6 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Depth of
Manhole, feet
4-foot Dia
Seconds
5-foot Dia
Seconds
6-foot Dia
Seconds
8 20 26 33
10 25 33 41
12 30 39 49
14 35 45 57
16 40 52 67
18 40 59 73
** T=5 T=6.5 T=8
** For manholes over 18 feet deep, add “T” seconds as shown for each respective
diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot
depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 70
seconds. 40+6(5)=70 seconds)
5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have
failed the test.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
A.Non-Conforming Work
1. Low pressure air test (Pipe 60 Inch and smaller)
a.Should the air test fail, find and repair leak(s) and retest.
2. Low pressure joint air test (Pipe 27 inch or larger)
a.100 percent of all joints shall be field tested, prior to the placement of backfill
over the spring line of the pipe, after the pipe has been substantially locked in to
place by embedment. If the pipe does not pass the field air test, the joint will be
pulled and refitted or rejected and removed from the project. After full
placement of backfill and proper compaction, 100% of all joints will be tested
again, as the installation progresses. At no time shall pipe installation exceed
300 feet beyond the last joint tested.
b. No more than 2 percent of the total number of joints failing to meet the
requirements of this test shall be field repaired by joint grout injection, or band
clamps, or other method. Any joints over 2% requiring field repairs shall be
rejected and removed from the project site. Rejected pipe shall be removed
from the project. Installation shall be stopped until defective joints are repaired
or replaced.
3. Should Deflection (mandrel) test (Pipe)
a.Should the mandrel fail to pass, the pipe is considered overdeflected.
b. Uncover overdeflected pipe. Reinstall if not damaged.
c.If damaged, remove and replace.
4. Vacuum test (Manhole)
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 30 - 7
SEWER AND MANHOLE TESTING
Page 7 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a.Should the vacuum test fail, repair suspect area and retest.
1) External repairs required for leaks at pipe connection to manhole.
a)Shall be in accordance with Section 03 80 00.
2) Leaks within the manhole structure may be repaired internally or
externally.
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
8/10/2018 W. Norwood 3.4.D Require testing prior to coating manholes
9/7/2018 W. Norwood
3.3, A&B, Add individual joint testing option for 27 inch and larger with
independent testing.
3.4.A Include UNI-B-6, Table 1 for low pressure air test
4.4.B Include individual joint testing requirements
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 31 - 1
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 1 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 3, 2016
SECTION 33 01 31
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Requirements and procedures for Closed Circuit Television (CCTV) Inspection of
sanitary sewer or storm sewer mains
2. For sanitary sewer projects all (existing: Pre-CCTV, proposed: Post-CCTV) main
shall be inspected.
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 33 03 10 – Bypass Pumping of Existing Sewer Systems
4. Section 33 04 50 – Cleaning of Sewer Mains
5. Section 01 32 16 – Construction Progress Schedule
1.2 PRICE AND PAYMENT PROCEDURES
A.Pre-CCTV Inspection
1. Measurement
a.Measurement for this Item will be by the linear foot of line televised for CCTV
Inspection performed prior to any line modification or replacement determined
from the distance recorded on the video log.
2. Payment
a.The work performed and materials furnished in accordance with this Item and
measured as provided under “Measurement” will be paid for at the unit price
bid per linear foot for “Pre-CCTV Inspection”.
1) Contractor will not be paid for unaccepted video.
3. The price bid shall include:
a.Mobilization
b. Cleaning
c.Digital file
B.Post-CCTV Inspection
1. Measurement
a.Measurement for this Item will be by the linear foot of line televised for CCTV
Inspection performed following repair or installation determined from the
distance recorded on the video log.
2. Payment
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 31 - 2
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 2 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 3, 2016
a.The work performed and materials furnished in accordance with this Item and
measured as provided under “Measurement” will be paid for at the unit price
bid per linear foot for “Post-CCTV Inspection”.
1) Contractor will not be paid for unaccepted video.
3. The price bid shall include:
a.Mobilization
b. Cleaning
c.Digital file
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. City of Fort Worth Water Department
a.City of Fort Worth Water Department CCTV Inspection and Defect Coding
Program (CCTV Manual). The CCTV Manual is available for download on
Buzzsaw. Location: Resources\70 – Inspection Tools\Standard Construction
b. City of Fort Worth Water Department CCTV Spread Sheet Log is available for
download on Buzzsaw. Location: Resources\70 – Inspection Tools\Standard
Construction.
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Sanitary Sewer Lines
a.Meet with City of Fort Worth Water Department staff to confirm that the
appropriate equipment, software, standard templates, defect codes and defect
rankings are being used, if required.
2. Storm Sewer Lines
a.Meet with City of Fort Worth Transportation/Public Works Department staff to
confirm that the appropriate equipment, software, standard templates, defect
codes and defect rankings are being used, if required.
B.Schedule
1. Include Pre and Post CCTV schedule as part of the Construction Progress Schedule
per Section 01 32 16.
2. Include time for City review (2 weeks minimum – Notification needs to be send out
to Project Manager & Field Operation).
3. If CCTV is accepted by City, proceed with work. If rejected, coordinate with City
per Part 1.4 A.
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 33 00.
B.All submittals shall be approved by the Engineer or the City prior to delivery.
C.If inspected with Infrastructure Technologies I.T. Software per CCTV Manual provide
video data per the CCTV Manual. Provide additional copy of video in Windows Media
Audio/Video (.wmv) format for City Inspection review.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 31 - 3
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 3 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 3, 2016
D.If inspected with other software provide video data in Windows Media Audio/Video
(.wmv) format. Provide CCTV log in EXCEL spread sheet format – The CCTV spread
sheet log can be found on Buzzsaw. Location: Resources\70 – Inspection
Tools\Standard Construction.
E.Inspection Report shall include:
1. Asset
a.Date
b. City
c.Address and/or Project Name
d. Main Number – GIS ID (If Available)
e.Upstream Manhole GIS ID (If Available)
f.Downstream Manhole GIS ID (If Available)
g.Pipe Diameter
h. Material
i.Pipe Length
j.Mapsco Location Number
k.Date Constructed
l.Pipe Wall Thickness
2. Inspection
a.Inspection Number (i.e. 1st,2nd,etc…)
b. Crew Number
c.Operator Name
d. Operator Comments
e.Reason for Inspection
f.Equipment Number
g.Camera Travel Direction (Upstream/Downstream)
h. Inspected Length (feet)
i.Work Order Number (if required)
j.City Project Number (if required)
k.City Contract Name
l.DOE/TPW Number (if required)
m.Consultant Company Name
n. Consultant Contact Name
o. Consultant Contact Phone Number
p. Contractor Company Name
q. Contractor Contact Name
r.Contractor Contact Phone Number
1.6 INFORMATIONAL SUBMITTALS
A.Pre-CCTV submittals
1. 2 copies of CCTV video results on USB drive
2. 2 hard copies of Inspection Report and one pdf copy on USB drive
B.Additional information that may be requested by the City
1. Listing of cleaning equipment and procedures
2. Listing of flow diversion procedures if required
3. Listing of CCTV equipment
4. Listing of backup and standby equipment
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 31 - 4
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 4 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 3, 2016
5. Listing of safety precautions and traffic control measures
1.7 CLOSEOUT SUBMITTALS
A.Post-CCTV submittals
1. 2 copies of CCTV video results on USB drive
2. 2 Hard copies of Inspection Report. A pdf copy on USB drive shall be submitted to
the City Inspector for review prior to scheduling a project final walk through.
3. CCTV speadsheet log in EXCEL format – A blank copy of the CCTV spread sheet
log can be found on Buzzsaw. Location: Resources\70 – Inspection Tools\Standard
Construction
4. Construction Plans identifying the line segments that were videoed. Include cover
sheet, overall line layout sheet(s), and plan and profile sheet(s).
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
A.Equipment–
1. Closed Circuit Television Camera
a.The television camera used shall be one specifically designed and constructed
for sewer inspection. Lighting for the camera shall be suitable to allow a clear
picture of the entire periphery of the pipe. The camera shall be operative in 100
percent humidity/submerged conditions. The equipment will provide a view of
the pipe ahead of the equipment and of features to the side of the equipment
through turning and rotation of the lens. The camera shall be capable of tilting
at right angles along the axis of the pipe while panning the camera lens through
a full circle about the circumference of the pipe. The lights on the camera shall
also be capable of panning 90-degrees to the axis of the pipe.
b. The radial view camera must be solid state color and have remote control of the
rotational lens. The camera shall be capable of viewing the complete
circumference of the pipe and manhole structure, including the cone-section or
corbel. The camera lens shall be an auto-iris type with remote controlled
manual override.
2. Video Capture System
a.The video and audio recordings of the sewer inspections shall be made using
digital video equipment. A video enhancer may be used in conjunction with,
but not in lieu of, the required equipment. The digital recording equipment
shall capture sewer inspection on USB drive, with each sewer segment (from
upstream manhole to downstream manhole) inspection recorded as an
individual file in Windows Media Audio/Video (.wmv) format. City has a right
to change the format from .WMV media to .MP4
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 31 - 5
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 5 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 3, 2016
b. The system shall be capable of printing pipeline inspection reports with
captured images of defects or other related significant visual information on a
standard color printer.
c.The system shall store digitized color picture images and be saved in digital
format on a USB drive.
d. The system shall be able to produce data reports to include, at a minimum, all
observation points and pertinent data. All data reports shall match the defect
severity codes outlined in the City’s CCTV manual.
e.Camera footage, date & manhole numbers shall be maintained in real time and
shall be displayed on the video monitor as well as the video character
generators illuminated footage display at the control console.
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION
A.General
1. Prior to inspection obtain pipe and manhole asset identification numbers from the
plans or City to be used during inspections. Inspections performed using
identification numbers other than the plans or from assigned numbers from the City
will be rejected.
2. Inspection shall not commence until the sewer section to be televised has been
completely cleaned in conformance with Section 33 04 50. (Sewer system should
be connected to existing sewer system and should be active)
3. Inspection of newly installed sewers (not yet in service) shall not begin prior to
completion of the following:
a.Pipe testing
b. All manhole work is complete
c.Installation of all lateral services
d. Vacuum test of manholes
4. Temporary Bypass Pumping (if required) shall conform to Section 33 03 10.
B.Storm Sewer Lines
1. Coordinate with City of Fort Worth Transportation/Public Works Department for
CCTV equipment and cleaning requirements.
3.4 INSPECTION (CCTV)
A.General
1. Begin inspection immediately after cleaning of the main.
2. Move camera through the line in either direction at a moderate rate, stopping when
necessary to permit proper documentation of the main’s condition.
3. Do not move camera at a speed greater than 30 feet per minute.
4. Use manual winches, power winches, TV cable, and power rewinds that do not
obstruct the camera view, allowing for proper evaluation.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 31 - 6
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 6 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 3, 2016
5. During investigation stop camera at each defect along the main.
a.Record the nature, location and orientation of the defect or infiltration location
as specified in the CCTV Manual.
6. Pan and tilt the camera to provide additional detail at:
a.Manholes, Include condition of manhole in its entirety and interior corrosion
protection (if applicable) (Camera should pan the entire manhole from top as
well as while lowering into manhole, also show complete view of invert)
b. Service connections, Pan the Camera to get a complete overview of service
connection including zooming into service connection Include location (i.e. 3
o’clock, 9 o’clock, etc…)
c.Joints, Include comment on condition, signs of damage, etc…
d. Visible pipe defects such as cracks, broken or deformed pipe, holes, offset
joints, obstructions or debris (show as % of pipe diameter). If debris has been
found in the pipe during the post-CCTV inspection, additional cleaning is
required and pipe shall be re-televised.
e.Infiltration/Inflow locations
f.Pipe material transitions
g.Other locations that do not appear to be typical for normal pipe conditions
h. Note locations where camera is underwater and level as a % of pipe diameter.
7. Provide accurate distance measurement.
a.The meter device is to be accurate to the nearest 1/10 foot.
8. CCTV inspections are to be continuous.
a.Do not provide a single segment of main on more than 1 USB drive.
b. A single segment is defined from manhole to manhole.
B.Pre-Installation Inspection for Sewer Mains to be rehabilitated
1. Perform Pre-CCTV inspection immediately after cleaning of the main and before
rehabilitation work.
2. If, during inspection, the CCTV will not pass through the entire section of main due
to blockage or pipe defect, set up so the inspection can be performed from the
opposite manhole.
3. Provisions for repairing or replacing the impassable location are addressed in
Section 33 31 20, Section 33 31 21 and Section 33 31 22.
C.Post-Installation Inspection
1. Complete manhole installation before inspection begins.
2. Prior to inserting the camera, flush and clean the main in accordance to Section 33
04 50.
D.Documentation of CCTV Inspection
1. Sanitary Sewer Lines
a.Follow the CCTV Manual (CCTV standard manual supplied by City upon
request) for the inspection video, data logging and reporting or Part 1.5 E of
this section.
2. Storm Sewer Lines
a.Provided documentation for video, data logging, and reporting in accordance
with City of Fort Worth Transportation/Public Works Department
requirements.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 01 31 - 7
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
Page 7 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 3, 2016
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.See Section 33 04 50.
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
12/20/2012 D. Johnson Various– Added requirements for coordination with T/PW for Storm Sewer CCTV
03/03/2016 J Kasavich Various – Alternative to CCTV Manual, modified submittal detail requirements
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 04 40 - 1
CLEANING AND ACCEPTANCE TESTING OF WATER MAINS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
SECTION 33 04 40
CLEANING AND ACCEPTANCE TESTING OF WATER MAINS
PART 1 - GENERAL
1.1 SUMMARY
A.General
1. Before any newly constructed potable water mains will be permitted to be placed
into service in the Fort Worth Water Department’s Water Distribution System, it
shall be cleaned (purged) and tested, or cleaned, disinfected, and tested until the
bacteria count within the water main meets the standards established by the Fort
Worth Water Department and the requirements of Chapter 290 of the Texas
Administrative Code (TAC) established by the Texas Commission on
Environmental Quality (TCEQ).
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the
Contract
2.Division 1 – General Requirements
3. Section 33 01 31 – Closed Circuit Television (CCTV) Inspection
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Measurement
a.This Item is considered subsidiary to the water main being Cleaned and Tested.
2. Payment
a.The work performed and the materials furnished in accordance with this Item
are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological
testing and shall be subsidiary to the unit price bid per linear foot of water pipe
complete in place, and no other compensation will be allowed.
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. American Water Works Association/American (AWWA):
a.C301, Prestressed Concrete Pressure Pipe, Steel-Cylinder Type.
b. C303, Concrete Pressure Pipe, Bar-Wrapped, Steel-Cylinder Type.
c.C651, Disinfecting Water Mains.
d. C655, Field De-Chlorination.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 04 40 - 2
CLEANING AND ACCEPTANCE TESTING OF WATER MAINS
Page 2 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals
For 24-inch and larger water mains, provide the following:
1. Cleaning Plan – Prior to the start of construction, submit a water main cleaning plan
detailing the methods and schedule, including:
a.A detailed description of cleaning procedures
b. Pigging entry and exit ports
c.Flushing procedures
d. Plans and hydraulic calculations to demonstrate adequate flushing velocities
e.Control of water
f.Disposal
2. Disinfection Plan – prior to the start of construction submit a disinfection plan
including:
a.The method mixing and introducing chlorine
b. Flushing
c.De-chlorination
d. Sampling
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
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 PRODUCT TYPES
A.Pigs
1. Open cell polyurethane foam body
2. Densities between 2 pounds per cubic foot up to 8 pounds per cubic foot
3. May be wrapped with polyurethane spiral bands
4. Abrasives are not permitted, unless expressly approved by the City in writing for
the particular application.
5. Must pass through a reduction up to 65 percent of the cross sectional area of the
nominal pipe diameter
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 04 40 - 3
CLEANING AND ACCEPTANCE TESTING OF WATER MAINS
Page 3 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends,
tees, crosses, wyes, and gate valves.
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 ERECTION/INSTALLATION/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. All water mains shall be cleaned prior to bacteriological testing.
a.Pig all 36-inch and smaller water mains.
b. Pig or manually sweep 42-inch and larger mains.
c.Flushing is only permitted when specially designated in the Drawings, or if
pigging is not practical and approved by the City.
B.Pigging Method
1. If the method of pigging is to be used, prepare the main for the installation and
removal of a pig, including:
a.Furnish all equipment, material and labor to satisfactorily expose cleaning wye,
remove cleaning wye covers, etc.
b. Where expulsion of the pig is required through a dead-ended conduit:
1) Prevent backflow of purged water into the main after passage of the pig.
2) Install a mechanical joint to provide a riser out of the trench on 12-inch and
smaller mains to prevent backwater re-entry into the main.
3) Additional excavation of the trench may be performed on mains over 12
inches, to prevent backwater re-entry into the main.
4) Flush any backflow water that inadvertently enters the main.
c.Flush short dead-end pipe sections not swabbed by a pig.
d. Once pigging is complete:
1) Pigging wyes shall remain in place unless otherwise specified in the
Contract Documents.
2) Install cleaning wye, blind flanges or mechanical joint plugs.
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3) Plug and place blocking at other openings.
4) Backfill
5) Complete all appurtenant work necessary to secure the system and proceed
with disinfection.
C.Flushing Method
1. Prepare the main by installing blow-offs at appropriate locations, of sufficient sizes
and numbers, and with adequate flushing to achieve a minimum velocity in the
main of 2.5 feet per second.
a.Minimum blow-off sizes for various main sizes are as follows:
1) 4-inch through 8-inch main – ¾-inch blow-off
2) 10-inch through 12-inch main – 1-inch blow-off
3) 16-inch and greater main – 2-inch blow-off
b. Flushing shall be subject to the following limitations:
1) Limit the volume of water for flushing to 3 times the volume of the water
main.
2) Do not unlawfully discharge chlorinated water.
3) Do not damage private property.
4) Do not create a traffic hazard.
c.Once Flushing is complete:
1) Corporations stops used for flushing shall be plugged.
D.Daily main cleaning
1. Wipe joints and then inspect for proper installation.
2. Sweep each joint and keep clean during construction.
3. Install a temporary plug on all exposed mains at the end of each working day or an
extended period of work stoppage.
E.Hydrostatic Testing
1. All water main that is to be under pressure, shall be hydrostatically tested to meet
the following criteria:
a.Furnish and install corporations for proper testing of the main.
1) Furnish adequate and satisfactory equipment and supplies necessary to
make such hydrostatic tests.
2) The section of line to be tested shall be gradually filled with water,
carefully expelling the air and the specified pressure applied.
b. The City will furnish water required for the testing at its nearest City line.
c.Expel air from the pipe before applying the required test pressure.
d. Test Pressure
1) Test pressures should meet the following criteria:
a)Not less than 1.25 (187 psi minimum) times the stated working
pressure of the pipeline measured at the highest elevation along the test
section.
b) Not less than 1.5 (225 psi minimum) times the stated working pressure
at the lowest elevation of the test section.
e.Test Conditions
1) Must be at least 2 hour duration
2) Add water as necessary to sustain the required test pressure.
3) Test fire hydrants to the fire hydrant valve.
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a)Leave the isolation valve on the fire hydrant lead line open during the
hydrostatic testing.
4) Test service lines to curb stop
a)Leave the corporation stop on the service line open during the
hydrostatic testing.
5) Close isolation valves for air release valves.
6) Makeup water must come from a container of fixed 55 gallon container that
does not have a water source.
f.Measure all water used in the pressure test through an approved meter, or
measure the difference in volume within a 55 gallon container.
1) Do not test against existing water distribution valves unless expressly
provided for in the Drawings, or approved by the City.
2) If the City denies approval to test against existing water distribution system
valve, then make arrangements to plug and test the pipe at no additional
cost.
2. Allowable Leakage
a.No pipe installation should be accepted if the amount of makeup water is
greater than that determined using the following formula:
In inch-pound units,
L = SD P
148,000
Where:
L = testing allowance (make up water), gallons per hour
S = length of pipe tested, ft.
D = nominal diameter of pipe, in.
P = average test pressure during the hydrostatic test, psi
b. For any pipeline that fails to pass hydrostatic test:
1) Identify the cause
2) Repair the leak
3) Restore the trench and surface
4) Retest
c.All costs associated with repairing the pipeline to pass the hydrostatic test is the
sole responsibility of the Contractor and included in the price per linear foot of
pipe.
d. If the City determines that an existing system valve is responsible for the
hydrostatic test to fail, the Contractor shall make provisions to test the pipeline
without the use of the system valve.
e.There shall be no additional payment to the Contractor if the existing valve is
unable to sustain the hydrostatic test and shall be included in the price per linear
foot of pipe.
F.Disinfection
1. General
a.Disinfection of the main shall be accomplished by the “continuous feed”
method or the “slug” method as determined by the Contractor.
b. The free chlorine amounts shown are minimums. The Contractor may require
higher rates.
1) Calcium hypochlorite granules shall be used as the source of chlorine.
c.Continuous Feed Method
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1) Apply water at a constant rate in the newly laid main.
a)Use the existing distribution system or other approved source of
supply.
2) At a point not more than 10 feet downstream from the beginning of the new
main, water entering the new main shall receive a dose of chlorine.
a)Free chlorine concentration: 50 mg/L minimum, or as required by
TCEQ, whichever is greater.
b) Chlorine applications shall not cease until the entire conduit is filled
with heavily chlorinated water.
3) Retain chlorinated water in the main for at least 24 hours.
a)Operate valves and hydrants in the section treated in order to disinfect
the appurtenances.
b) Prevent the flow of chlorinated water into mains in active service.
c)Residual at the end of the 24-hour period: 10 mg /L free chlorine,
minimum, for the treated water in all portions of the main.
4) Flush the heavily chlorinated water from the main and dispose of in a
manner and at a location accepted by the City.
5) Test the chlorine residual prior to flushing operations.
a)If the chlorine residual exceeds 4 mg/L, the water shall remain in the
new main until the chlorine residual is less the 4 mg/L.
b) The Contractor may choose to evacuate the water into water trucks, or
other approved storage facility, and treat the water with Sodium
Bisulfate, or another de-chlorination chemical, or method appropriate
for potable water and approved by the City until the chlorine residual is
reduced to 4 mg/L or less.
c)After the specified chlorine residual is obtained, the water may then be
discharged into the drainage system or utilized by the Contractor.
d. Slug Method
1) Water from the existing distribution system or other approved source of
supply shall be made to flow at a constant rate in the newly laid main.
2) At a point not more than 10 feet downstream from the beginning of the new
main, water entering the new main shall receive a dose of chlorine.
a)Free chlorine concentration: 100 mg/L minimum, or as required by
TCEQ, whichever is greater.
b) The chlorine shall be applied continuously and for a sufficient time to
develop a solid column or “slug” of chlorinated water that shall expose
all interior surfaces to the “slug” for at least 3 hours.
3) Operate the fittings and valves as the chlorinated water flows past to
disinfect the appurtenances.
4) Prevent the flow of chlorinated water into mains in active service.
5) Flush the heavily chlorinated water from the main and dispose of in a
manner and at a location accepted by the City.
6) Upon completion, test the chlorine residual remaining in the main.
a)Chlorine levels of 4 mg/l or less should be maintained.
2. Contractor Requirements
a.Furnish all equipment, material and labor to satisfactorily prepare the main for
the disinfection method approved by the City with adequate provisions for
sampling.
b. Make all necessary taps into the main to accomplish chlorination of a new line,
unless otherwise specified in the Contract Documents.
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c.After satisfactory completion of the disinfection operation, as determined by
the City, remove surplus pipe at the chlorination and sampling points, plug the
remaining pipe, backfill and complete all appurtenant work necessary to secure
the main.
G.Dechlorination
1.General. All chlorinated water shall be de-chlorinated before discharge to the
environment. Chemical amounts, as listed in ANSI/AWWA C651: “Disinfecting
Water Mains”, shall be used to neutralize the residual chlorine concentrations using
de-chlorination procedures listed in ANSI/AWWA C655: “Field De-Chlorination”.
De-Chlorination shall continue until chlorine residual is non-detectable.
2.Testing. Contractor shall continuously test for the chlorine residual level
immediately downstream of the de-chlorination process, during the entire discharge
of the chlorinated water. Contractor shall periodically conduct chlorine residual
testing and check for possible fish kills at locations where discharged water enters
the existing watershed.
3.Fish Kill. If a fish kill occurs associated with the discharge of water from the
distribution system or any other construction activities:
a.The Contract shall immediately alter activities to prevent further fish kills.
b. The Contractor shall immediately notify Water Department Field Operations
Dispatch.
c.The Contractor shall coordinate with City to properly notify TCEQ.
d. Any fines assessed by the TCEQ (or local, state of federal agencies) for fish
kills shall be the responsibility of the Contractor.
H.Bacteriological Testing (Water Sampling)
1. General
a.Notify the City when the main is suitable for sampling.
b. The City shall then take water samples from a suitable tap for analysis by the
City’s laboratory, unless otherwise specified in the Contract Documents.
1) No hose or fire hydrant shall be used in the collection of samples.
2. Water Sampling
a.Complete microbiological sampling prior to connecting the new main into the
existing distribution system in accordance with AWWA C651.
b. Collect samples for bacteriological analysis in sterile bottles treated with
sodium thiosulfate.
c.Collect 2 consecutive sets of acceptable samples, taken at least 24 hours apart,
from the new main.
d. Collect at least 1 set of samples from every 1,000 linear feet of the new main
(or at the next available sampling point beyond 1,000 linear feet as designated
by the City), plus 1 set from the end of the line and at least 1 set from each
branch.
e.If trench water has entered the new main during construction or, if in the
opinion of the City, excessive quantities of dirt or debris have entered the new
main, obtain bacteriological samples at intervals of approximately 200 linear
feet.
f.Obtain samples from water that has stood in the new main for at least 16 hours
after formal flushing.
3. Repetition of Sampling
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a.Unsatisfactory test results require a repeat of the disinfection process and re-
sampling as required above until a satisfactory sample is obtained.
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
12/20/2012 D. Johnson 3.10.E.1.e.- Added service lines to hydrostatic testing requirements
2/6/2013 D Townsend 1.3.A.2.d Added AWWA C655 Field De-Chlorination as reference
3.10.G – Added De-Chlorination Requirement
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Motel 6 & Studio 6 Water & Sewer
CPN 101726
Revised December 12, 2016
SECTION 33 05 10
UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Excavation, Embedment and Backfill for:
a.Pressure Applications
1) Water Distribution or Transmission Main
2) Wastewater Force Main
3) Reclaimed Water Main
b. Gravity Applications
1) Wastewater Gravity Mains
2) Storm Sewer Pipe and Culverts
3) Storm Sewer Precast Box and Culverts
2. Including:
a.Excavation of all material encountered, including rock and unsuitable materials
b. Disposal of excess unsuitable material
c.Site specific trench safety
d. Pumping and dewatering
e.Embedment
f.Concrete encasement for utility lines
g.Backfill
h. Compaction
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 02 41 13 – Selective Site Demolition
4. Section 02 41 15 – Paving Removal
5. Section 02 41 14 – Utility Removal/Abandonment
6. Section 03 30 00 – Cast-in-place Concrete
7. Section 03 34 13 – Controlled Low Strength Material (CLSM)
8. Section 31 10 00 – Site Clearing
9. Section 31 25 00 – Erosion and Sediment Control
10. Section 33 05 26 – Utility Markers/Locators
11. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
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1. Trench Excavation, Embedment and Backfill associated with the installation of an
underground utility or excavation
a.Measurement
1) This Item is considered subsidiary to the installation of the utility pipe line
as designated in the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are considered subsidiary to the installation of the utility pipe for the
type of embedment and backfill as indicated on the plans. No other
compensation will be allowed.
2. Imported Embedment or Backfill
a.Measurement
1) Measured by the cubic yard as delivered to the site and recorded by truck
ticket provided to the City
b. Payment
1) Imported fill shall only be paid when using materials for embedment and
backfill other than those identified in the Drawings. The work performed
and materials furnished in accordance with pre-bid item and measured as
provided under “Measurement” will be paid for at the unit price bid per
cubic yard of “Imported Embedment/Backfill” delivered to the Site for:
a)Various embedment/backfill materials
c.The price bid shall include:
1) Furnishing backfill or embedment as specified by this Specification
2) Hauling to the site
3) Placement and compaction of backfill or embedment
3. Concrete Encasement for Utility Lines
a.Measurement
1) Measured by the cubic yard per plan quantity.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per cubic yard of “Concrete Encasement for Utility Lines” per
plan quantity.
c.The price bid shall include:
1) Furnishing, hauling, placing and finishing concrete in accordance with
Section 03 30 00
2) Clean-up
4. Ground Water Control
a.Measurement
1) Measurement shall be lump sum when a ground water control plan is
specifically required by the Contract Documents.
b. Payment
1) Payment shall be per the lump sum price bid for “Ground Water Control”
including:
a)Submittals
b) Additional Testing
c)Ground water control system installation
d) Ground water control system operations and maintenance
e)Disposal of water
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f)Removal of ground water control system
5. Trench Safety
a.Measurement
1) Measured per linear foot of excavation for all trenches that require trench
safety in accordance with OSHA excavation safety standards (29 CFR Part
1926 Subpart P Safety and Health regulations for Construction)
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per linear foot of excavation to comply with OSHA excavation
safety standards (29 CFR Part 1926.650 Subpart P), including, but not
limited to, all submittals, labor and equipment.
1.3 REFERENCES
A.Definitions
1. General – Definitions used in this section are in accordance with Terminologies
ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise
noted.
2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone,
haunching bedding, springline, pipe zone and foundation are defined as shown in
the following schematic:
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3. Deleterious materials – Harmful materials such as clay lumps, silts and organic
material
4. Excavated Trench Depth – Distance from the surface to the bottom of the bedding
or the trench foundation
5. Final Backfill Depth
a.Unpaved Areas – The depth of the final backfill measured from the top of the
initial backfill to the surface
b. Paved Areas – The depth of the final backfill measured from the top of the
initial backfill to bottom of permanent or temporary pavement repair
B.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. ASTM Standards:
a.ASTM C33-08 Standard Specifications for Concrete Aggregates
b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or
Magnesium Sulfate
c.ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate
d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and
Bridge Construction.
e.ASTM C535-09 Standard Test Method for Resistance to Degradation of Large-
Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
f.ASTM D588 – Standard Test method for Moisture-Density Relations of Soil-
Cement Mixture
g.ASTM D698-07 Test Method for Laboratory Compaction Characteristics of
Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)).
h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in
Place by Sand Cone Method.
i.ASTM 2487 – 10 Standard Classification of Soils for Engineering Purposes
(Unified Soil Classification System)
j.ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers
and Other Gravity-Flow Applications
k.ASTM D2922 – Standard Test Methods for Density of Soils and Soil
Aggregate in Place by Nuclear Methods (Shallow Depth)
l.ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in
place by Nuclear Methods (Shallow Depth)
m.ASTM D4254 - Standard Test Method for Minimum Index Density and Unit
Weight of Soils and Calculations of Relative Density
3. OSHA
a.Occupational Safety and Health Administration CFR 29, Part 1926-Safety
Regulations for Construction, Subpart P - Excavations
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Utility Company Notification
a.Notify area utility companies at least 48 hours in advance, excluding weekends
and holidays, before starting excavation.
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b. Request the location of buried lines and cables in the vicinity of the proposed
work.
B.Sequencing
1. Sequence work for each section of the pipe installed to complete the embedment
and backfill placement on the day the pipe foundation is complete.
2. Sequence work such that proctors are complete in accordance with ASTM D698
prior to commencement of construction activities.
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 33 00.
B.All submittals shall be approved by the City prior to construction.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A.Shop Drawings
1. Provide detailed drawings and explanation for ground water and surface water
control, if required.
2. Trench Safety Plan in accordance with Occupational Safety and Health
Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P -
Excavations
3. Stockpiled excavation and/or backfill material
a.Provide a description of the storage of the excavated material only if the
Contract Documents do not allow storage of materials in the right-of-way of the
easement.
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
A.Storage
1. Within Existing Rights-of-Way (ROW)
a.Spoil, imported embedment and backfill materials may be stored within
existing ROW, easements or temporary construction easements, unless
specifically disallowed in the Contract Documents.
b. Do not block drainage ways, inlets or driveways.
c.Provide erosion control in accordance with Section 31 25 00.
d. Store materials only in areas barricaded as provided in the traffic control plans.
e.In non-paved areas, do not store material on the root zone of any trees or in
landscaped areas.
2. Designated Storage Areas
a.If the Contract Documents do not allow the storage of spoils, embedment or
backfill materials within the ROW, easement or temporary construction
easement, then secure and maintain an adequate storage location.
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c.Provide erosion control in accordance with Section 31 25 00.
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d.Do not block drainage ways.
e.Only materials used for 1 working day will be allowed to be stored in the work
zone.
B.Deliveries and haul-off - Coordinate all deliveries and haul-off.
1.11 FIELD [SITE] CONDITIONS
A.Existing Conditions
1. Any data which has been or may be provided on subsurface conditions is not
intended as a representation or warranty of accuracy or continuity between soils. It
is expressly understood that neither the City nor the Engineer will be responsible
for interpretations or conclusions drawn there from by the Contractor.
2. Data is made available for the convenience of the Contractor.
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS
2.2 MATERIALS
A.Materials
1. Utility Sand
a.Granular and free flowing
b. Generally meets or exceeds the limits on deleterious substances per Table 1 for
fine aggregate according to ASTM C 33
c.Reasonably free of organic material
d. Gradation: sand material consisting of durable particles, free of thin or
elongated pieces, lumps of clay, loam or vegetable matter and meets the
following gradation may be used for utility sand embedment/backfill, and
graded with following limits when tested in accordance with ASTM C136.
Sieve Size Percent Retained
½” 0
¼” 0-5
#4 0-10
#16 0-20
#50 20-70
#100 60-90
#200 90-100
2. Crushed Rock
a.Durable crushed rock or recycled concrete
b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67
c.May be unwashed
d. Free from significant silt clay or unsuitable materials
e.Percentage of wear not more than 40 percent per ASTM C131 or C535
f.Not more than a 12 percent maximum loss when subjective to 5 cycles of
sodium sulfate soundness per ASTM C88
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3. Fine Crushed Rock
a.Durable crushed rock
b. Meets the gradation of ASTM D448 size numbers 8 or 89
c.May be unwashed
d. Free from significant silt clay or unsuitable materials.
e.Have a percentage of wear not more than 40 percent per ASTM C131 or C535
f.Not more than a 12 percent maximum loss when subjective to 5 cycles of
sodium sulfate soundness per ASTM C88
4. Ballast Stone
a.Stone ranging from 3 inches to 6 inches in greatest dimension.
b. May be unwashed
c.Free from significant silt clay or unsuitable materials
d. Percentage of wear not more than 40 percent per ASTM C131 or C535
e.Not more than a 12 percent maximum loss when subjected to 5 cycles of
sodium sulfate soundness per ASTM C88
5. Acceptable Backfill Material
a.In -situ or imported soils classified as CL, CH, SC or GC in accordance with
ASTM D2487
b. Free from deleterious materials, boulders over 6 inches in size and organics
c.Can be placed free from voids
d. Must have 20 percent passing the number 200 sieve
6. Blended Backfill Material
a.In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487
b. Blended with in-situ or imported acceptable backfill material to meet the
requirements of an Acceptable Backfill Material
c.Free from deleterious materials, boulders over 6 inches in size and organics
d. Must have 20 percent passing the number 200 sieve
7. Unacceptable Backfill Material
a.In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM
D2487
8. Select Fill
a.Classified as SC or CL in accordance with ASTM D2487
b. Liquid limit less than 35
c.Plasticity index between 8 and 20
9. Cement Stabilized Sand (CSS)
a.Sand
1) Shall be clean, durable sand meeting grading requirements for fine
aggregates of ASTM C33 and the following requirements:
a)Classified as SW, SP, or SM by the United Soil Classification System
of ASTM D2487
b) Deleterious materials
(1) Clay lumps, ASTM C142, less than 0.5 percent
(2) Lightweight pieces, ASTM C123, less than 5.0 percent
(3) Organic impurities, ASTM C40, color no darker than standard
color
(4) Plasticity index of 4 or less when tested in accordance with ASTM
D4318.
b. Minimum of 4 percent cement content of Type I/II portland cement
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c.Water
1) Potable water, free of soils, acids, alkalis, organic matter or other
deleterious substances, meeting requirements of ASTM C94
d. Mix in a stationary pug mill, weigh-batch or continuous mixing plant.
e.Strength
1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM
D1633, Method A
2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM
D1633, Method A
3) The maximum compressive strength in 7 days shall be 400 psi. Backfill
that exceeds the maximum compressive strength shall be removed by the
Contractor for no additional compensation.
f.Random samples of delivered product will be taken in the field at point of
delivery for each day of placement in the work area. Specimens will be
prepared in accordance with ASTM D1632.
10. Controlled Low Strength Material (CLSM)
a.Conform to Section 03 34 13
11. Trench Geotextile Fabric
a.Soils other than ML or OH in accordance with ASTM D2487
1) Needle punch, nonwoven geotextile composed of polypropylene fibers
2) Fibers shall retain their relative position
3) Inert to biological degradation
4) Resist naturally occurring chemicals
5) UV Resistant
6) Mirafi 140N by Tencate, or approved equal
b. Soils Classified as ML or OH in accordance with ASTM D2487
1) High-tenacity monofilament polypropylene woven yarn
2) Percent open area of 8 percent to10 percent
3) Fibers shall retain their relative position
4) Inert to biological degradation
5) Resist naturally occurring chemicals
6) UV Resistant
7) Mirafi FW402 by Tencate, or approved equal
12. Concrete Encasement
a.Conform to Section 03 30 00.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION
A.Verification of Conditions
1. Review all known, identified or marked utilities, whether public or private, prior to
excavation.
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2. Locate and protect all known, identified and marked utilities or underground
facilities as excavation progresses.
3. Notify all utility owners within the project limits 48 hours prior to beginning
excavation.
4. The information and data shown in the Drawings with respect to utilities is
approximate and based on record information or on physical appurtenances
observed within the project limits.
5. Coordinate with the Owner(s) of underground facilities.
6. Immediately notify any utility owner of damages to underground facilities resulting
from construction activities.
7. Repair any damages resulting from the construction activities.
B.Notify the City immediately of any changed condition that impacts excavation and
installation of the proposed utility.
3.3 PREPARATION
A.Protection of In-Place Conditions
1. Pavement
a.Conduct activities in such a way that does not damage existing pavement that is
designated to remain.
1) Where desired to move equipment not licensed for operation on public
roads or across pavement, provide means to protect the pavement from all
damage.
b. Repair or replace any pavement damaged due to the negligence of the
contractor outside the limits designated for pavement removal at no additional
cost to the City.
2. Drainage
a.Maintain positive drainage during construction and re-establish drainage for all
swales and culverts affected by construction.
3. Trees
a.When operating outside of existing ROW, stake permanent and temporary
construction easements.
b. Restrict all construction activities to the designated easements and ROW.
c.Flag and protect all trees designated to remain in accordance with Section 31 10
00.
d. Conduct excavation, embedment and backfill in a manner such that there is no
damage to the tree canopy.
e.Prune or trim tree limbs as specifically allowed by the Drawings or as
specifically allowed by the City.
1) Pruning or trimming may only be accomplished with equipments
specifically designed for tree pruning or trimming.
f.Remove trees specifically designated to be removed in the Drawings in
accordance with Section 31 10 00.
4. Above ground Structures
a.Protect all above ground structures adjacent to the construction.
b. Remove above ground structures designated for removal in the Drawings in
accordance with Section 02 41 13
5. Traffic
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a.Maintain existing traffic, except as modified by the traffic control plan, and in
accordance with Section 34 71 13.
b. Do not block access to driveways or alleys for extended periods of time unless:
1) Alternative access has been provided
2) Proper notification has been provided to the property owner or resident
3) It is specifically allowed in the traffic control plan
c.Use traffic rated plates to maintain access until access is restored.
6. Traffic Signal – Poles, Mast Arms, Pull boxes, Detector loops
a.Notify the City’s Traffic Services Division a minimum of 48 hours prior to any
excavation that could impact the operations of an existing traffic signal.
b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit
and detector loops.
c.Immediately notify the City’s Traffic Services Division if any damage occurs to
any component of the traffic signal due to the contractors activities.
d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic
cabinets, conduit and detector loops as a result of the construction activities.
7. Fences
a.Protect all fences designated to remain.
b. Leave fence in the equal or better condition as prior to construction.
3.4 INSTALLATION
A.Excavation
1. Excavate to a depth indicated on the Drawings.
2. Trench excavations are defined as unclassified. No additional payment shall be
granted for rock or other in-situ materials encountered in the trench.
3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings
and bracing in accordance with the Excavation Safety Plan.
4. The bottom of the excavation shall be firm and free from standing water.
a.Notify the City immediately if the water and/or the in-situ soils do not provide
for a firm trench bottom.
b. The City will determine if any changes are required in the pipe foundation or
bedding.
5. Unless otherwise permitted by the Drawings or by the City, the limits of the
excavation shall not advance beyond the pipe placement so that the trench may be
backfilled in the same day.
6. Over Excavation
a.Fill over excavated areas with the specified bedding material as specified for
the specific pipe to be installed.
b. No additional payment will be made for over excavation or additional bedding
material.
7. Unacceptable Backfill Materials
a.In -situ soils classified as unacceptable backfill material shall be separated from
acceptable backfill materials.
b. If the unacceptable backfill material is to be blended in accordance with this
Specification, then store material in a suitable location until the material is
blended.
c.Remove all unacceptable material from the project site that is not intended to be
blended or modified.
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8. Rock – No additional compensation will be paid for rock excavation or other
changed field conditions.
B.Shoring, Sheeting and Bracing
1. Engage a Licensed Professional Engineer in the State of Texas to design a site
specific excavation safety system in accordance with Federal and State
requirements.
2. Excavation protection systems shall be designed according to the space limitations
as indicated in the Drawings.
3. Furnish, put in place and maintain a trench safety system in accordance with the
Excavation Safety Plan and required by Federal, State or local safety requirements.
4. If soil or water conditions are encountered that are not addressed by the current
Excavation Safety Plan, engage a Licensed Professional Engineer in the State of
Texas to modify the Excavation Safety Plan and provide a revised submittal to the
City.
5. Do not allow soil, or water containing soil, to migrate through the Excavation
Safety System in sufficient quantities to adversely affect the suitability of the
Excavation Protection System. Movable bracing, shoring plates or trench boxes
used to support the sides of the trench excavation shall not:
a.Disturb the embedment located in the pipe zone or lower
b. Alter the pipe’s line and grade after the Excavation Protection System is
removed
c.Compromise the compaction of the embedment located below the spring line of
the pipe and in the haunching
C.Water Control
1. Surface Water
a.Furnish all materials and equipment and perform all incidental work required to
direct surface water away from the excavation.
2. Ground Water
a.Furnish all materials and equipment to dewater ground water by a method
which preserves the undisturbed state of the subgrade soils.
b. Do not allow the pipe to be submerged within 24 hours after placement.
c.Do not allow water to flow over concrete until it has sufficiently cured.
d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water
Control Plan if any of the following conditions are encountered:
1)A Ground Water Control Plan is specifically required by the Contract
Documents
2) If in the sole judgment of the City, ground water is so severe that an
Engineered Ground Water Control Plan is required to protect the trench or
the installation of the pipe which may include:
a)Ground water levels in the trench are unable to be maintained below
the top of the bedding
b) A firm trench bottom cannot be maintained due to ground water
c)Ground water entering the excavation undermines the stability of the
excavation.
d) Ground water entering the excavation is transporting unacceptable
quantities of soils through the Excavation Safety System.
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e.In the event that there is no bid item for a Ground Water Control and the City
requires an Engineered Ground Water Control Plan due to conditions
discovered at the site, the contractor will be eligible to submit a change order.
f.Control of ground water shall be considered subsidiary to the excavation when:
1) No Ground Water Control Plan is specifically identified and required in the
Contract Documents
g.Ground Water Control Plan installation, operation and maintenance
1) Furnish all materials and equipment necessary to implement, operate and
maintain the Ground Water Control Plan.
2) Once the excavation is complete, remove all ground water control
equipment not called to be incorporated into the work.
h. Water Disposal
1) Dispose of ground water in accordance with City policy or Ordinance.
2) Do not discharge ground water onto or across private property without
written permission.
3) Permission from the City is required prior to disposal into the Sanitary
Sewer.
4) Disposal shall not violate any Federal, State or local regulations.
D.Embedment and Pipe Placement
1. Water Lines less than, or equal to, 12 inches in diameter:
a.The entire embedment zone shall be of uniform material.
b. Utility sand shall be generally used for embedment.
c.If ground water is in sufficient quantity to cause sand to pump, then use
crushed rock as embedment.
1) If crushed rock is not specifically identified in the Contract Documents,
then crushed rock shall be paid by the pre-bid unit price.
d. Place evenly spread bedding material on a firm trench bottom.
e.Provide firm, uniform bedding.
f.Place pipe on the bedding in accordance with the alignment of the Drawings.
g.In no case shall the top of the pipe be less than 42 inches from the surface of the
proposed grade, unless specifically called for in the Drawings.
h. Place embedment, including initial backfill, to a minimum of 6 inches, but not
more than 12 inches, above the pipe.
i.Where gate valves are present, the initial backfill shall extend to 6 inches above
the elevation of the valve nut.
j.Form all blocking against undisturbed trench wall to the dimensions in the
Drawings.
k.Compact embedment and initial backfill.
l.Place marker tape on top of the initial trench backfill in accordance with
Section 33 05 26.
2. Water Lines 16-inches through 24-inches in diameter:
a.The entire embedment zone shall be of uniform material.
b. Utility sand may be used for embedment when the excavated trench depth is
less than 15 feet deep.
c.Crushed rock or fine crushed rock shall be used for embedment for excavated
trench depths 15 feet, or greater.
d. Crushed rock shall be used for embedment for steel pipe.
e.Provide trench geotextile fabric at any location where crushed rock or fine
crushed rock come into contact with utility sand
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f.Place evenly spread bedding material on a firm trench bottom.
g.Provide firm, uniform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required not specifically identified in the
Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
h. Place pipe on the bedding according to the alignment shown on the Drawings.
i.The pipe line shall be within:
1) ±3 inches of the elevation on the Drawings for 16-inch and 24-inch water
lines
j.Place and compact embedment material to adequately support haunches in
accordance with the pipe manufacturer’s recommendations.
k.Place remaining embedment including initial backfill to a minimum of 6 inches,
but not more than 12 inches, above the pipe.
l.Where gate valves are present, the initial backfill shall extend to up to the valve
nut.
m.Compact the embedment and initial backfill to 95 percent Standard Proctor
ASTM D 698.
n. Density test may be performed by City to verify that the compaction of
embedment meets requirements.
o. Place trench geotextile fabric on top of the initial backfill.
p. Place marker tape on top of the trench geotextile fabric in accordance with
Section 33 05 26.
3. Water Lines 30-inches and greater in diameter
a.The entire embedment zone shall be of uniform material.
b. Crushed rock shall be used for embedment.
c.Provide trench geotextile fabric at any location where crushed rock or fine
crushed rock come into contact with utility sand.
d. Place evenly spread bedding material on a firm trench bottom.
e.Provide firm, uniform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required which is not specifically identified in
the Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
f.Place pipe on the bedding according to the alignment shown on the Drawings.
g.The pipe line shall be within:
1) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines
h. Place and compact embedment material to adequately support haunches in
accordance with the pipe manufacturer’s recommendations.
i.For steel pipe greater than 30 inches in diameter, the initial embedment lift shall
not exceed the spring line prior to compaction.
j.Place remaining embedment, including initial backfill, to a minimum of 6
inches, but not more than 12 inches, above the pipe.
k.Where gate valves are present, the initial backfill shall extend to up to the valve
nut.
l.Compact the embedment and initial backfill to 95 percent Standard Proctor
ASTM D 698.
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m.Density test may be performed by City to verify that the compaction of
embedment meets requirements.
n. Place trench geotextile fabric on top of the initial backfill.
o. Place marker tape on top of the trench geotextile fabric in accordance with
Section 33 05 26.
4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE)
a.The entire embedment zone shall be of uniform material.
b. Crushed rock shall be used for embedment.
c.Place evenly spread bedding material on a firm trench bottom.
d. Spread bedding so that lines and grades are maintained and that there are no
sags in the sanitary sewer pipe line.
e.Provide firm, uniform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required which is not specifically identified in
the Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
f.Place pipe on the bedding according to the alignment shown in the Drawings.
g.The pipe line shall be within ±0.1 inches of the elevation, and be consistent
with the grade shown on the Drawings.
h. Place and compact embedment material to adequately support haunches in
accordance with the pipe manufacturer’s recommendations.
i.For sewer lines greater than 30 inches in diameter, the embedment lift shall not
exceed the spring line prior to compaction.
j.Place remaining embedment including initial backfill to a minimum of 6 inches,
but not more than 12 inches, above the pipe.
k.Compact the embedment and initial backfill to 95 percent Standard Proctor
ASTM D 698.
l.Density test may be performed by City to verify that the compaction of
embedment meets requirements.
m.Place trench geotextile fabric on top of the initial backfill.
n. Place marker tape on top of the trench geotextile fabric in accordance with
Section 33 05 26.
5. Storm Sewer (RCP)
a.The bedding and the pipe zone up to the spring line shall be of uniform
material.
b. Crushed rock shall be used for embedment up to the spring line.
c.The specified backfill material may be used above the spring line.
d. Place evenly spread bedding material on a firm trench bottom.
e.Spread bedding so that lines and grades are maintained and that there are no
sags in the storm sewer pipe line.
f.Provide firm, uniform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required which is not specifically identified in
the Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
g.Place pipe on the bedding according to the alignment of the Drawings.
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h. The pipe line shall be within ±0.1 inches of the elevation, and be consistent
with the grade, shown on the Drawings.
i.Place embedment material up to the spring line.
1) Place embedment to ensure that adequate support is obtained in the haunch.
j.Compact the embedment and initial backfill to 95 percent Standard Proctor
ASTM D 698.
k.Density test may be performed by City to verify that the compaction of
embedment meets requirements.
l.Place trench geotextile fabric on top of pipe and crushed rock.
6. Storm Sewer Reinforced Concrete Box
a.Crushed rock shall be used for bedding.
b. The pipe zone and the initial backfill shall be:
1) Crushed rock, or
2) Acceptable backfill material compacted to 95 percent Standard Proctor
density
c.Place evenly spread compacted bedding material on a firm trench bottom.
d. Spread bedding so that lines and grades are maintained and that there are no
sags in the storm sewer pipe line.
e.Provide firm, uniform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required which is not specifically identified in
the Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
f.Fill the annular space between multiple boxes with crushed rock, CLSM
according to 03 34 13.
g.Place pipe on the bedding according to the alignment of the Drawings.
h. The pipe shall be within ±0.1 inches of the elevation, and be consistent with the
grade, shown on the Drawings.
i.Compact the embedment initial backfill to 95 percent Standard Proctor ASTM
D698.
7. Water Services (Less than 2 Inches in Diameter)
a.The entire embedment zone shall be of uniform material.
b. Utility sand shall be generally used for embedment.
c.Place evenly spread bedding material on a firm trench bottom.
d. Provide firm, uniform bedding.
e.Place pipe on the bedding according to the alignment of the Plans.
f.Compact the initial backfill to 95 percent Standard Proctor ASTM D698.
8. Sanitary Sewer Services
a.The entire embedment zone shall be of uniform material.
b. Crushed rock shall be used for embedment.
c.Place evenly spread bedding material on a firm trench bottom.
d. Spread bedding so that lines and grades are maintained and that there are no
sags in the sanitary sewer pipe line.
e.Provide firm, uniform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
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2) If additional crushed rock is required which is not specifically identified in
the Contract Documents, then crushed rock shall be paid by the pre-bid unit
price.
f.Place pipe on the bedding according to the alignment of the Drawings.
g.Place remaining embedment, including initial backfill, to a minimum of 6
inches, but not more than 12 inches, above the pipe.
h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698.
i.Density test may be required to verify that the compaction meets the density
requirements.
E.Trench Backfill
1. At a minimum, place backfill in such a manner that the required in-place density
and moisture content is obtained, and so that there will be no damage to the surface,
pavement or structures due to any trench settlement or trench movement.
a.Meeting the requirement herein does not relieve the responsibility to damages
associated with the Work.
2. Backfill Material
a.Final backfill depth less than 15 feet
1) Backfill with:
a)Acceptable backfill material
b) Blended backfill material, or
c)Select backfill material, CSS, or CLSM when specifically required
b. Final backfill depth 15 feet or greater: (under pavement or future pavement)
1) Backfill depth from 0 to15 feet deep
a)Backfill with:
(1) Acceptable backfill material
(2) Blended backfill material, or
(3) Select backfill material, CSS, or CLSM when specifically required
2) Backfill depth from 15 feet and greater
a)Backfill with:
(1) Select Fill
(2) CSS, or
(3) CLSM when specifically required
c.Final backfill depth 15 feet or greater: (not under pavement or future pavement)
1) Backfill with:
a)Acceptable backfill material, or
b) Blended backfill material
d. Backfill for service lines:
1) Backfill for water or sewer service lines shall be the same as the
requirement of the main that the service is connected to.
3. Required Compaction and Density
a.Final backfill (depths less than 15 feet)
1) Compact acceptable backfill material, blended backfill material or select
backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at
moisture content within -2 to +5 percent of the optimum moisture.
2) CSS or CLSM requires no compaction.
b. Final backfill (depths 15 feet and greater/under existing or future pavement)
1) Compact select backfill to a minimum of 98 percent Standard Proctor per
ASTM D 698 at moisture content within -2 to +5 percent of the optimum
moisture.
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2) CSS or CLSM requires no compaction.
c.Final backfill (depths 15 feet and greater/not under existing or future pavement)
1) Compact acceptable backfill material blended backfill material, or select
backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at
moisture content within -2 to +5 percent of the optimum moisture.
4. Saturated Soils
a.If in-situ soils consistently demonstrate that they are greater than 5 percent over
optimum moisture content, the soils are considered saturated.
b. Flooding the trench or water jetting is strictly prohibited.
c.If saturated soils are identified in the Drawings or Geotechnical Report in the
Appendix, Contractor shall proceed with Work following all backfill
procedures outlined in the Drawings for areas of soil saturation greater than 5
percent.
d. If saturated soils are encountered during Work but not identified in Drawings or
Geotechnical Report in the Appendix:
1) The Contractor shall:
a)Immediately notify the City.
b) Submit a Contract Claim for Extra Work associated with direction from
City.
2) The City shall:
a)Investigate soils and determine if Work can proceed in the identified
location.
b) Direct the Contractor of changed backfill procedures associated with
the saturated soils that may include:
(1) Imported backfill
(2) A site specific backfill design
5. Placement of Backfill
a.Use only compaction equipment specifically designed for compaction of a
particular soil type and within the space and depth limitation experienced in the
trench.
b. Flooding the trench or water setting is strictly prohibited.
c.Place in loose lifts not to exceed 12 inches.
d. Compact to specified densities.
e.Compact only on top of initial backfill, undisturbed trench or previously
compacted backfill.
f.Remove any loose materials due to the movement of any trench box or shoring
or due to sloughing of the trench wall.
g.Install appropriate tracking balls for water and sanitary sewer trenches in
accordance with Section 33 05 26.
6. Backfill Means and Methods Demonstration
a.Notify the City in writing with sufficient time for the City to obtain samples
and perform standard proctor test in accordance with ASTM D698.
b. The results of the standard proctor test must be received prior to beginning
excavation.
c.Upon commencing of backfill placement for the project the Contractor shall
demonstrate means and methods to obtain the required densities.
d. Demonstrate Means and Methods for compaction including:
1) Depth of lifts for backfill which shall not exceed 12 inches
2) Method of moisture control for excessively dry or wet backfill
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3) Placement and moving trench box, if used
4) Compaction techniques in an open trench
5) Compaction techniques around structure
e.Provide a testing trench box to provide access to the recently backfilled
material.
f.The City will provide a qualified testing lab full time during this period to
randomly test density and moisture continent.
1) The testing lab will provide results as available on the job site.
7. Varying Ground Conditions
a.Notify the City of varying ground conditions and the need for additional
proctors.
b. Request additional proctors when soil conditions change.
c.The City may acquire additional proctors at its discretion.
d. Significant changes in soil conditions will require an additional Means and
Methods demonstration.
3.5 REPAIR [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
A.Field Tests and Inspections
1. Proctors
a.The City will perform Proctors in accordance with ASTM D698.
b. Test results will generally be available to within 4 calendar days and distributed
to:
1) Contractor
2) City Project Manager
3) City Inspector
4) Engineer
c.Notify the City if the characteristic of the soil changes.
d. City will perform new proctors for varying soils:
1) When indicated in the geotechnical investigation in the Appendix
2) If notified by the Contractor
3) At the convenience of the City
e.Trenches where different soil types are present at different depths, the proctors
shall be based on the mixture of those soils.
2. Density Testing of Backfill
a.Density Tests shall be in conformance with ASTM D2922.
b. Provide a testing trench protection for trench depths in excess of 5 feet.
c.Place, move and remove testing trench protection as necessary to facilitate all
test conducted by the City.
d. For final backfill depths less than 15 feet and trenches of any depth not under
existing or future pavement:
1) The City will perform density testing twice per working day when
backfilling operations are being conducted.
2) The testing lab shall take a minimum of 3 density tests of the current lift in
the available trench.
e.For final backfill depths 15 feet and greater deep and under existing or future
pavement:
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1) The City will perform density testing twice per working day when
backfilling operations are being conducted.
2) The testing lab shall take a minimum of 3 density tests of the current lift in
the available trench.
3) The testing lab will remain onsite sufficient time to test 2 additional lifts.
f.Make the excavation available for testing.
g.The City will determine the location of the test.
h. The City testing lab will provide results to Contractor and the City’s Inspector
upon completion of the testing.
i.A formal report will be posted to the City’s Buzzsaw site within 48 hours.
j.Test reports shall include:
1) Location of test by station number
2) Time and date of test
3) Depth of testing
4) Field moisture
5) Dry density
6) Proctor identifier
7) Percent Proctor Density
3. Density of Embedment
a.Storm sewer boxes that are embedded with acceptable backfill material,
blended backfill material, cement modified backfill material or select material
will follow the same testing procedure as backfill.
b. The City may test fine crushed rock or crushed rock embedment in accordance
with ASTM D2922 or ASTM 1556.
B.Non-Conforming Work
1. All non-conforming work shall be removed and replaced.
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
12/20/2012 D. Johnson
1.2 – Added Item for Concrete Encasement for Utility Lines
Various Sections – Revised Depths to Include 15’ and greater
3.3.A – Additional notes for pavement protection and positive drainage.
3.4.E.2 – Added requirements for backfill of service lines.
3.4.E.5 – Added language prohibiting flooding of trench
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 12, 2016
6/18/2013 D. Johnson
1.2.A.3 – Clarified measurement and payment for concrete encasement as per plan
quantity
2.2.A – Added language for concrete encasement
12/12/16 Z. Arega 2.2.A.1.d Modify gradation for sand material
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 12 - 1
WATER LINE LOWERING
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 33 05 12
WATER LINE LOWERING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Locations where existing 12-inch or smaller water lines are crossed by a new storm
sewer, sanitary sewer or water transmission main and the existing water line is to be
lowered under the proposed improvement and no design profile has been provided
in the Drawings
2. Locations where a new 12-inch or smaller water line is installed and crosses an
existing underground conflict which requires the water line to be lowered greater
than two feet below the standard depth and has not been detailed in the Drawings
3. 16-inch and larger water lines are excluded from this Section and should be
specifically designed for lowering and paid for by unit price items
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the
Contract
2.Division 1 – General Requirements
3. Section 33 04 40 – Cleaning and Acceptance Testing of Water Mains
4. Section 33 05 10 – Utility Trench Excavation, Embedment, and Backfill
5. Section 33 11 10 – Ductile Iron Pipe
6. Section 33 11 11 – Ductile Fittings
7. Section 33 11 12 – Polyvinyl Chloride (PVC) Pressure Pipe
8. Section 33 12 25 – Connection to Existing Water Main
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Water Line Lowering
a.Measurement
1) Measurement for this Item shall be per each by size of each Water Line
Lower performed.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Water Line Lowering”
installed for:
a)Various Sizes
c.The price bid shall include:
1) Furnishing and installing Ductile Iron or PVC Pipe and Ductile Iron
Fittings
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 12 - 2
WATER LINE LOWERING
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2) Polyethylene encasement
3) Paving removal
4) Excavation
5) Hauling
6) Disposal of excess material
7) Furnishing and placement of embedment
8) Furnishing, placement, and compaction of backfill
9) Thrust restraint
10) Bolts and nuts
11) Gaskets
12) Clean-up
13) Cleaning
14) Disinfection
15) Testing
16) Connections to the existing water line
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 Commission on Environmental Quality (TCEQ)
a.Title 30 Texas Administrative Code (TAC) Chapter 290, Public Drinking
Water.
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, STORAGE, AND HANDLING [NOT USED]
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 EQUIPMENT, PRODUCT TYPES, MATERIALS
A.Materials
1. Ductile Iron Pipe shall conform to Section 33 11 10.
2. Ductile Iron Fittings with retainer glands shall conform to Section 33 11 11.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 12 - 3
WATER LINE LOWERING
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3. Polyvinyl Chloride (PVC) pressure Pipe shall conform to Section 33 11 12.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION
A.Evaluation and Assessment
1. Verify elevation of conflict which requires the water line to be relocated.
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A.General
1. Water lines lowered to resolve conflicts between the water line and a proposed
utility shall be lowered to maintain a 2-foot separation between the outside
diameters of the water line and the other buried utilities.
a.When approved by the Water Department, the separation may be reduced to 12-
inches.
b. No exception shall be granted to the criteria in Article 3.4 B of the Section.
B.Water Crossing Sanitary Sewer
1. Water lines crossing sanitary sewer shall be in accordance with the TCEQ Title 30
TAC Chapter 290.
C.Water Lines Crossing under Storm Drains
1. Water lines crossing within 2 feet below storm drains shall be constructed of
Ductile Iron Pipe in accordance with Section 33 11 10.
D.Install Ductile Iron Pipe in accordance with Section 33 11 10.
E.Install Ductile Iron Fittings with retainer glands in accordance with Section 33 11 11.
F.Install Polyvinyl Chloride (PVC) Pressure Pipe in accordance with Section 33 11 12.
G.Disinfect and test at the direction of the City.
H.Complete connections to the existing main in accordance with Section 33 12 25.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 12 - 4
WATER LINE LOWERING
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD 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
12/20/2012 D. Johnson 1.1.A – Clarification of when Section is applicable
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 13 - 1
FRAME, COVER, AND GRADE RINGS-CAST IRON
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised January 22, 2016
SECTION 33 05 13
FRAME, COVER, AND GRADE RINGS – CAST IRON
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Cast iron frame, cover and grade rings used as access ports into water, sanitary
sewer and storm drain structures such manholes or vaults
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. Measurement
a.This Item is considered subsidiary to the structure containing the frame, cover
and grade rings.
2. Payment
a.The work performed and the materials furnished in accordance with this Item
are subsidiary to the unit price bid per each structure complete in place, and no
other compensation will be allowed.
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. ASTM International (ASTM)
a.ASTM A48 – Standard Specification for Gray Iron Castings
b. ASTM A536 - Standard Specification for Ductile Iron Castings
c.ASTM C478 - Specification for Precast Reinforced Concrete Manhole Sections
3. American Association of State Highways and Transportation Officials (AASHTO)
a.AASHTO M306 – Standard Specification for Drainage, Sewer, Utility and
Related Castings
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 33 00.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 13 - 2
FRAME, COVER, AND GRADE RINGS-CAST IRON
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised January 22, 2016
B.All submittals shall be approved by the Engineer or the City prior to delivery and/or
fabrication for specials.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A.Product Data
1. All castings shall be cast with:
a.Approved foundry’s name
b. Part number
c.Country of origin
2.Provide manufacturer’s:
a.Specifications
b. Load tables
c.Dimension diagrams
d. Anchor details
e.Installation instructions
B.Certificates
1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO
designations.
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
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
A.Manufacturers
1.Only the manufacturers as listed on the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B.Castings
1. Use castings for frames that conform to ASTM A48, Class 35B or better.
2. Use castings for covers that conform to ASTM A536, Grade 65-45-12 or better.
3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle
loading with permanent deformation.
4. Covers
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 13 - 3
FRAME, COVER, AND GRADE RINGS-CAST IRON
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised January 22, 2016
a.Size to set flush with the frame with no larger than a 1/8 inch gap between the
frame and cover
b. Provide with 2 inch wide pick slots in lieu of pick holes.
c.Provide gasket in frame and cover.
d. Standard Dimensions
1) Sanitary Sewer
a)Provide a clear opening of 30 inches for all sanitary sewer frames and
cover assemblies unless otherwise specified in the Contract Documents.
2) Storm Drain
a)Provide a clear opening of 22 1/2 inches for all storm drain frames,
inlets and cover assemblies unless otherwise specified in the Contract
Documents.
b) Provide a minimum clear opening of 30 inches for all storm sewer
manholes and junction structures.
e.Standard Labels
1) Water
a)Cast lid with the word “WATER” in 2-inch letters across the lid.
2) Sanitary Sewer
a)Cast lid with the word “SANITARY SEWER” in 2-inch letters across
the lid.
3) Storm Drain
a)Cast lid with the word “STORM DRAIN” in 2-inch letters across the
lid.
f.Hinge Covers
1) Provide water tight gasket on all hinged covers.
2) Water
a)Provide hinged covers for all water structures.
3) Sanitary Sewer
a)Provide hinged covers for all manholes or structures constructed over
24-inch sewer lines and larger and for manholes where rim elevations
are greater than 12 inches above the surface.
C.Grade Rings
1. Provide grade rings in sizes from 2-inch up to 8-inch.
2. Use concrete in traffic loading areas.
3. In non-traffic areas concrete or HDPE can be used.
D.Joint Sealant
1. Provide a pre-formed or trowelable bitumastic sealant in an extrudable or flat tape
form.
2. Provide sealant that is not dependant on a chemical action for its adhesive
properties or cohesive strength.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 13 - 4
FRAME, COVER, AND GRADE RINGS-CAST IRON
Page 4 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised January 22, 2016
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 INSTALLATION
A.Grade Rings
1. Place as shown in the water and sanitary sewer City Standard Details.
2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant.
3. Seal each grade ring with sealant specified in this Specification and as shown on the
City Standard Details.
B.Frame and Cover
1. Water
a.For water structures install frame, cover and grade rings in accordance with
applicable City Standard Detail.
2. Sanitary Sewer
a.For sanitary sewer structures install frame, cover and grade rings in accordance
with applicable City Standard Detail.
3. Storm Drain
a.For storm drain structures install frame, cover and grade rings in accordance
with applicable City Standard Detail.
4. Hinge Cover
a.Provide hinge cover on elevated manholes, junction boxes, in the flood plain
and where specified on the Drawings.
C.Joint Sealing
1. Seal frame, grade rings and structure with specified sealant.
D.Concrete Collar
1. Provide concrete collar around all frame and cover assemblies.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 13 - 5
FRAME, COVER, AND GRADE RINGS-CAST IRON
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised January 22, 2016
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
6/25/2014 F. Griffin Corrected error in Part 2-2.2-B-4-d-2-a. Cover size should be 22 ½ inches rather
than 19 ¾ inches.
1/22/2016 F. Griffin Part 2-2.2-B-4-d-2-a., Cover size updated to 30 inches to match Detail 33 05 16 -
D417.
8/30/2017 W. Norwood Change specification name to add Cast Iron
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 17 - 1
CONCRETE COLLARS
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 33 05 17
CONCRETE COLLARS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Concrete Collars for Manholes
2. This Item is intended for use in asphalt streets and unimproved areas – not for use
in concrete streets.
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 03 30 00 – Cast-In -Place Concrete
4. Section 03 80 00 – Modifications to Existing Concrete Structures
5. Section 33 05 13 – Frame, Cover, and Grade Rings
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Manhole
a.Measurement
1) Measurement for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Concrete Collar”
installed.
c.The price bid will include:
1) Concrete Collar
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Pavement removal
8) Hauling
9) Disposal of excess material
10) Placement and compaction of backfill
11) Clean-up
12) Additional pavement around perimeter of concrete collar as required for
rim adjustment on existing manhole.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 17 - 2
CONCRETE COLLARS
Page 2 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
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. ASTM International (ASTM):
a.D4258, Standard Practice for Surface Cleaning Concrete for Coating.
b. D4259, Standard Practice for Abrading Concrete.
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, STORAGE, AND HANDLING [NOT USED]
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 EQUIPMENT, PRODUCT TYPES, MATERIALS
A.Materials
1. Concrete – Conform to Section 03 30 00.
2. Reinforcing Steel – Conform to Section 03 21 00.
3. Frame and Cover – Conform to Section 33 05 13.
4. Grade Ring – Conform to Section 33 05 13.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION
A.Evaluation and Assessment
1. Verify lines and grades are in accordance to the Drawings.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 17 - 3
CONCRETE COLLARS
Page 3 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A.Final Rim Elevation
1. Install concrete grade rings for height adjustment.
a.Construct grade ring on load bearing shoulder of manhole.
b. Use sealant between rings as shown on Drawings.
2. Set frame on top of manhole or grade rings using continuous water sealant.
3. Remove debris, stones and dirt to ensure a watertight seal.
4. Do not use steel shims, wood, stones or other unspecified material to obtain the
final surface elevation of the manhole frame.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD 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
12/20/2012 D. Johnson 1.1.A.2 – Blue text added to clarify where concrete collars are to be installed.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 26 - 1
UTILITY MARKERS/LOCATORS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 33 05 26
UTILITY MARKERS/LOCATORS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Buried and surface utility markers for utility construction
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. Measurement
a.Measurement for this Item will be by lump sum.
2. Payment
a.The work performed and materials furnished in accordance with this Item will
be paid for at the lump sum price bid for “Utility Markers”.
3. The price bid shall include:
a.Furnishing and installing Utility Markers as specified by the Drawings
b. Mobilization
c.Pavement removal
d. Excavation
e.Hauling
f.Disposal of excess material
g.Furnishing, placement and compaction of backfill
h. Clean-up
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. American Public Works Association (AWPA):
a.Uniform Color Code.
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 33 00.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 26 - 2
UTILITY MARKERS/LOCATORS
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
B.All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A.Product Data
1. Buried Marker
2. Surface Marker
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
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A.Manufacturers
1.Only the manufacturers as listed on the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
3.Provide new Utility Markers/Locators from a manufacturer regularly engaged in the
manufacturing of Utility Markers/Locators.
B.Materials
1. Buried Markers (Detectable Warning Tape)
a.Provide detectable warning tape as follows:
1) 5.0 mil overall thickness
2) Width – 3 inch minimum
3) Weight – 27.5 pounds per inch per 1,000 square feet
4) Triple Layer with:
a)Minimum thickness 0.35 mils solid aluminum foil encased in a
protective inert plastic jacket
(1) 100 percent virgin low density polyethylene
(2) Impervious to all known alkalis, acids, chemical reagents and
solvents within soil
(3) Aluminum foil visible to both sides
5) Locatable by conductive and inductive methods
6) Printing encased to avoid ink rub-off
7) Color and Legends
a)Potable water lines
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 26 - 3
UTILITY MARKERS/LOCATORS
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
(1) Color – Blue (in accordance with APWA Uniform Color Code)
(2) Legend – Caution Potable Water Line Below (repeated every 24
inches)
b) Reclaimed water lines
(1) Color – Purple (in accordance with APWA Uniform Color Code)
(2) Legend – Caution Reclaimed Water Line Below (repeated every 24
inches)
c)Sewer Line
(1) Color – Green (in accordance with APWA Uniform Color Code)
(2) Legend – Caution Sewer Line Below (repeated every 24 inches)
2. Surface Markers
a.Provide as follows:
1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal
2) White posts with colored, ultraviolet resistant domes as follows:
a)Water Lines
(1) Color – Blue (in accordance with APWA Uniform Color Code)
(2) Legend – Caution Potable Water Line Below
b) Reclaimed water lines
(1) Color – Purple (in accordance with APWA Uniform Color Code)
(2) Legend – Caution Reclaimed Water Line Below
c)Sewer lines
(1) Color – Green (in accordance with APWA Uniform Color Code)
(2) Legend – Caution Sewer Line Below
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 INSTALLATION
A.Buried Markers (Detectable Warning Tape)
1. Install in accordance with manufacturer’s recommendations below natural ground
surface and directly above the utility for which it is marking.
a.Allow 18 inches minimum between utility and marker.
b. Bury to a depth of 3 feet or as close to the grade as is practical for optimum
protection and detectability.
B.Surface Markers
1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground
2. The warning sign for all surface markers shall be 21 inches (not including post cap).
3. Where possible, place surface markers near fixed objects.
4. Place Surface Markers at the following locations:
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 05 26 - 4
UTILITY MARKERS/LOCATORS
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a.Buried Features
1) Place directly above a buried feature.
b. Above-Ground Features
1) Place a maximum of 2 feet away from an above-ground feature.
c.Water lines 16-inches and larger
1) Each right-of-way line (or end of casing pipe) for:
a)Highway crossings
b)Railroad crossings
2) Utility crossings such as:
a)High pressure or large diameter gas lines
b) Fiber optic lines
c)Underground electric transmission lines
d) Or other locations shown on the Drawings, or directed by the City
d. Surface markers not required for 12-inch and smaller water lines
e.For sanitary sewer lines:
1) In undeveloped areas, place marker maximum of 2 feet away from an
above-ground feature such as a manhole or combination air valve vault.
2) Place at 500-foot intervals along the pipeline.
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
12/20/2012 D. Johnson Removed references to Utility Marker Balls throughout.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 11 - 1
DUCTILE IRON FITTINGS
Page 1 of 13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 33 11 11
DUCTILE IRON FITTINGS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and
other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe
2. All mechanical joint fittings shall be mechanically restrained using restrained
wedge type retainer glands.
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 03 30 00 – Cast-in-Place Concrete
4. Section 33 04 10 – Joint Bonding and Electrical Isolation
5. Section 33 04 40 – Cleaning and Acceptance Testing of Water Mains
6. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill
7. Section 33 11 05 – Bolts, Nuts, and Gaskets
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Ductile Iron Water Fittings with Restraint
a.Measurement
1) Shall be per ton of fittings supplied
2) Fittings weights are the sum of the various types of fittings multiplied by
the weight per fitting as listed in AWWA/ANSI C153/A21.53.
3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed
for specials where an AWWA/ANSI C153/A21.53 is not available, or if the
Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings.
4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full
body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53
(compact) Ductile Iron Fittings at his convenience, then the weight shall be
measured in accordance with AWWA/ANSI C153/A21.53.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per ton of “Ductile Iron Water Fittings with Restraint”.
c.The price bid shall include:
1) Furnishing and installing Ductile Iron Water Fittings as specified by the
Drawings
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2) Polyethylene encasement
3) Lining
4) Pavement removal
5) Excavation
6) Hauling
7) Disposal of excess material
8) Furnishing and installing bolts, nuts, and restraints
9) Furnishing, placement and compaction of embedment
10) Furnishing, placement and compaction of backfill
11) Trench water stops
12) Clean-up
13) Cleaning
14) Disinfection
15) Testing
2. Ductile Iron Sewer Fittings
a.Measurement
1) Shall be per ton of fittings supplied
2) Fittings weights are the sum of the various types of fittings multiplied by
the weight per fitting as listed in AWWA/ANSI C153/A21.53.
3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed
for specials where an AWWA/ANSI C153/A21.53 is not available, or if the
Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings.
4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full
body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53
(compact) Ductile Iron Fittings at his convenience, then the weight shall be
measured in accordance with AWWA/ANSI C153/A21.53.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per ton of “Ductile Iron Sewer Fittings”.
c.The price bid shall include:
1) Furnishing and installing Ductile Iron Water Fittings as specified by the
Drawings
2) Epoxy Coating
3) Polyethylene encasement
4) Lining
5) Pavement removal
6) Excavation
7) Hauling
8) Disposal of excess material
9) Furnishing and installing bolts, nuts, and restraints
10) Furnishing, placement and compaction of embedment
11) Furnishing, placement and compaction of backfill
12) Clean-up
13) Cleaning
14) Disinfection
15) Testing
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Revised December 20, 2012
1.3 REFERENCES
A.Definitions
1. Gland or Follower Gland
a.Non-restrained, mechanical joint fitting
2. Retainer Gland
a.Mechanically restrained mechanical joint fitting, consisting of multiple
gripping wedges incorporated into a follower gland meeting the applicable
requirements of ANSI/AWWA C110/A21.10.
B.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. American Society of Mechanical Engineers (ASME):
a.B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250).
3. ASTM International (ASTM):
a.A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for
High Temperature or High Pressure Service and Other Special Purpose
Applications
b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High
Pressure or High Temperature Service, or Both
c.A242, Standard Specification for High-Strength Low-Alloy Structural Steel.
d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for
Water or Other Liquids.
e.B117, Standard Practice for Operating Salt Spray (Fog) Apparatus.
4. American Water Works Association (AWWA):
a.C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines -
Enamel and Tape - Hot Applied.
b. C600, Installation of Ductile-Iron Water Mains and their Appurtenances.
c.M41, Ductile-Iron Pipe and Fittings.
5. American Water Works Association/American National Standards Institute
(AWWA/ANSI):
a.C104/A21.4, Cement–Mortar Lining for Ductile-Iron Pipe and Fittings.
b. C105/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems.
c.C110/A21.10, Ductile-Iron and Gray-Iron Fittings.
d. C111/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.
e.C115/A21.15, Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron
Threaded Flanges.
f.C151/A21.51, Ductile-Iron Pipe, Centrifugally Cast, for Water.
g.C153/A21.53, Ductile-Iron Compact Fittings for Water Service.
6. NSF International (NSF):
a.61, Drinking Water System Components - Health Effects.
7. Society for Protective Coatings (SSPC):
a.PA 2, Measurement of Dry Coating Thickness with Magnetic Gages.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 33 00.
B.All submittals shall be approved by the City prior to delivery and/or fabrication for
specials.
1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS
A.Product Data
1. Ductile Iron Fittings
a.Pressure class
b. Interior lining
c.Joint types
2. Polyethylene encasement and tape
a.Planned method of installation
b. Whether the film is linear low density or high density cross linked polyethylene
c.The thickness of the film provided
3. The interior lining, if it is other than cement mortar lining in accordance with
AWWA/ANSI C104/A21.4
a.Material
b. Application recommendations
c.Field touch-up procedures
4. Thrust Restraint
a.Retainer glands
b. Thrust harnesses
c.Any other means
5. Gaskets
a.Provide Gaskets in accordance with Section 33 11 05.
6. Isolation Flanges
a.Flanges required by the drawings to be Isolation Flanges shall conform to
Section 33 04 10.
7. Bolts and Nuts
a.Mechanical Joints
1) Provide bolts and nuts in accordance with Section 33 11 05.
b. Flanged Ends
1) Meet requirements of AWWA C115.
a)Provide bolts and nuts in accordance with Section 33 11 05.
8. Flange Coatings
a.Connections to Steel Flanges
1) Buried connections with Steel Flanges shall be coated with a Petrolatum
Tape System in accordance with Section 33 11 05.
B.Certificates
1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings
meet the provisions of this Section and meet the requirements of AWWA/ANSI
C110/A21.10 or AWWA/ANSI C153/A21.53.
2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Qualifications
1. Manufacturers
a.Fittings manufacturing operations (fittings, lining, and coatings) shall be
performed under the control of the manufacturer.
b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI
C110/A21.10 or AWWA/ANSI C153/A21.53.
1) Perform quality control tests and maintain the results as outlined in these
standards to assure compliance.
B.Preconstruction Testing
1. The City may, at its own cost, subject random fittings for destructive testing by an
independent laboratory for compliance with this Specification.
a.The compliance test shall be performed in the United States.
b. Any visible defects or failure to meet the quality standards herein will be
grounds for rejecting the entire order.
1.10 DELIVERY, STORAGE, AND HANDLING
A.Storage and Handling Requirements
1. Store and handle in accordance with the guidelines as stated in AWWA M41.
2. Secure and maintain a location to store the material in accordance with Section 01
66 00.
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 EQUIPMENT, PRODUCT TYPES AND MATERIALS
A.Manufacturers
1. Only the manufacturers as listed on the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B.Ductile Iron Fittings
1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10,
AWWA/ANSI C153/A21.53.
2. All fittings for potable water service shall meet the requirements of NSF 61.
3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of
the pipe which the fitting is connected, unless specifically indicated in the
Drawings.
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4. Fittings Markings
a.Meet the minimum requirements of AWWA/ANSI C151/A21.51.
b. Minimum markings shall include:
1)“DI” or “Ductile” cast or metal stamped on each fitting
2) Applicable AWWA/ANSI standard for that the fitting
3) Pressure rating
4) Number of degrees for all bends
5) Nominal diameter of the openings
6) Year and country fitting was cast
7)Manufacturer’s mark
5. Joints
a.Mechanical Joints with mechanical restraint
1) Comply with AWWA/ANSI C111/A21.11 and applicable parts of
ANSI/AWWA C110/A21.10.
2) The retainer gland shall have the following working pressure ratings based
on size and type of pipe:
a)Ductile Iron Pipe
(1) 3-inch – 16-inch, 350 psi
(2) 18-inch – 48-inch, 250 psi
b) PVC C900 and C905
(1) 3-inch – 12-inch, 305psi
(2) 14-inch – 16-inch, 235psi
(3) 18-inch – 20-inch, 200psi
(4) 24-inch – 30 –inch 165psi
c)Ratings are for water pressure and must include a minimum safety
factor of 2 to 1 in all sizes
3) Retainer glands shall have specific designs for Ductile Iron and PVC and it
should be easy to differentiate between the 2.
4) Gland body, wedges and wedge actuating components shall be cast from
grade 65-45-12 ductile iron material in accordance with ASTM A536.
5) Mechanical joint restraint shall require conventional tools and installation
procedures per AWWA C600, while retaining full mechanical joint
deflection during assembly as well as allowing joint deflection after
assembly.
6) Proper actuation of the gripping wedges shall be ensured with torque
limiting twist off nuts.
7) A minimum of 6 wedges shall be required for 8 inch diameter PVC pipe.
b. Push-On, Restrained Joints
1) Restraining Push-on joints by means of a special gasket
a)Only those products that are listed in 01 60 00
b) The working pressure rating of the restrained gasket must exceed the
test pressure of the pipe line to be installed.
c)Approved for use of restraining Ductile Iron Pipe in casing with a
carrier pipe of 4-inches to 12-inches
d) Otherwise only approved if specially listed on the drawings
2)Push-on Restrained Joint bell and spigot
a)Only those products list in the standard products list will be allowed for
the size listed in the standard products list per Section 01 60 00
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b) Pressure rating shall exceed the working and test pressure of the pipe
line
c.Flanged Joints
1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125
2) Flange bolt circles and bolt holes shall match those of ASME B16.1, Class
125.
3) Field fabricated flanges are prohibited.
6. Gaskets
a.Provide Gaskets in accordance with Section 33 11 05.
7. Isolation Flanges
a.Flanges required by the drawings to be Isolation Flanges shall conform to
Section 33 04 10.
8. Bolts and Nuts
a.Mechanical Joints
1) Provide bolts and nuts in accordance with Section 33 11 05.
b. Flanged Ends
1) Meet requirements of AWWA C115.
a)Provide bolts and nuts in accordance with Section 33 11 05.
9. Flange Coatings
a.Connections to Steel Flanges
1) Buried connections with Steel Flanges shall be coated with a Petrolatum
Tape System in accordance with Section 33 11 05.
10. Ductile Iron Fitting Exterior Coatings
a.All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil
thick, on the exterior, unless otherwise specified in the Contract Documents.
11. Polyethylene Encasement
a.All buried Ductile Iron Fittings shall be polyethylene encased.
b. Only manufacturers listed in the City’s Standard Products List as shown in
Section 01 60 00 will be considered acceptable.
c.Use only virgin polyethylene material.
d. Encasement for buried fittings shall be 8 mil linear low density (LLD)
polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density
cross-laminated (HDCL) polyethylene encasement conforming to conforming
to AWWA/ANSI C105/A21.5 and ASTM A674.
e.Marking: At a minimum of every 2 feet along its length, the mark the
polyethylene film with the following information:
1)Manufacturer’s name or trademark
2) Year of manufacturer
3) AWWA/ANSI C105/A21.5
4) Minimum film thickness and material type
5) Applicable range of nominal diameter sizes
6) Warning – Corrosion Protection – Repair Any Damage
f.Special Markings/Colors
1) Reclaimed Water, perform one of the following:
a)Label polyethylene encasement with “RECLAIMED WATER”,
b) Provide purple polyethylene in accordance with the American Public
Works Association Uniform Color Code; or
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c)Attach purple reclaimed water marker tape to the polyethylene wrap.
2)Wastewater, perform one of the following:
a)Label polyethylene encasement with “WASTEWATER”;
b) Provide green polyethylene in accordance with the American Public
Works Association Uniform Color Code; or
c)Attach green sanitary sewer marker tape to the polyethylene wrap.
g.Minimum widths
Polyethylene Tube and Sheet Sizes for Push-On Joint Fittings
Nominal Fittings Diameter
(inches)
Min. Width – Flat Tube
(inches)
Min. Width – Sheet
(inches)
3 14 28
4 14 28
6 16 32
8 20 40
10 24 48
12 27 54
14 30 60
16 34 68
18 37 74
20 41 82
24 54 108
30 67 134
36 81 162
42 81 162
48 95 190
54 108 216
60 108 216
64 121 242
12. Ductile Iron Fittings Interior Lining
a.Cement Mortar Lining
1) Ductile Iron Fittings for potable water shall have a cement mortar lining in
accordance with AWWA/ANSI C104/A21.4 and be acceptable according to
NSF 61.
b. Ceramic Epoxy or Epoxy Linings
1) Ductile Iron Fittings for use in wastewater applications shall be lined with
a Ceramic Epoxy or Epoxy lining as designated in the Standard Products
List as shown in Section 01 60 00.
2) Apply lining at a minimum of 40 mils DFT
3) Due to the tolerances involved, the gasket area and spigot end up to 6
inches back from the end of the spigot end must be coated with 6 mils
nominal, 10 mils maximum using a Joint Compound as supplied by the
manufacturer.
a)Apply the joint compound by brush to ensure coverage.
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b) Care should be taken that the joint compound is smooth without excess
buildup in the gasket seat or on the spigot ends.
c)Coat the gasket seat and spigot ends after the application of the lining.
4)Surface preparation shall be in accordance with the manufacturer’s
recommendations.
5) Check thickness using a magnetic film thickness gauge in accordance with
the method outlined in SSPC PA 2.
6) Test the interior lining of all fittings for pinholes with a non-destructive
2,500 volt test.
a)Repair any defects prior to shipment.
7) Mark each fitting with the date of application of the lining system along
with its numerical sequence of application on that date and records
maintained by the applicator of his work.
8) For all Ductile Iron Fittings in wastewater service where the fitting has
been cut, coat the exposed surface with the touch-up material as
recommended by the manufacturer.
a)The touch-up material and the lining shall be of the same 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 INSTALLATION
A.General
1. Install fittings, specials and appurtenances as specified herein, as specified in
AWWA C600, AWWA M41, and in accordance with the fittings manufacturer’s
recommendations.
2. Lay fittings to the lines and grades as indicated in the Drawings.
3. Excavate and backfill trenches in accordance with 33 05 10.
4. Embed Ductile Iron Fittings in accordance with 33 05 10.
B.Joint Making
1. Mechanical Joints with required mechanical restraint
a.All mechanical joints require mechanical restraint.
b. Bolt the retainer gland into compression against the gasket, with the bolts
tightened down evenly then cross torqued in accordance with AWWA C600.
c.Overstressing of bolts to compensate for poor installation practice will not be
permitted.
2. Push-on Joints (restrained)
a.All push-on joints shall be restrained push-on type.
b. Install Push-on joints as defined in AWWA/ANSI C111/A21.11.
c.Wipe clean the gasket seat inside the bell of all extraneous matter.
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d. Place the gasket in the bell in the position prescribed by the manufacturer.
e.Apply a thin film of non-toxic vegetable soap lubricant to the inside of the
gasket and the outside of the spigot prior to entering the spigot into the bell.
f.When using a field cut plain end piece of pipe, refinished the field cut and scarf
to conform to AWWA M-41.
3. Flanged Joints
a.Use erection bolts and drift pins to make flanged connections.
1) Do not use undue force or restraint on the ends of the fittings.
2) Apply even and uniform pressure to the gasket.
b. The fitting must be free to move in any direction while bolting.
1) Install flange bolts with all bolt heads faced in 1 direction.
4. Joint Deflection
a.Deflect the pipe only when necessary to avoid obstructions or to meet the lines
and grades and shown in the Drawings.
b. The deflection of each joint must be in accordance with AWWA C600 Table 3.
c.The maximum deflection allowed is 50 percent of that indicated in AWWA
C600.
d.The manufacturer’s recommendation may be used with the approval of the
Engineer.
C.Polyethylene Encasement Installation
1. Preparation
a.Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to
installation of polyethylene encasement.
1) Prevent soil or embedment material from becoming trapped between
fittings and polyethylene.
b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase
with minimum space between polyethylene and fittings.
1) Provide sufficient slack in contouring to prevent stretching polyethylene
where it bridges irregular surfaces such as bell-spigot interfaces, bolted
joints or fittings, and to prevent damage to polyethylene due to backfilling
operations.
2) Secure overlaps and ends with adhesive tape and hold.
c.For installations below water table and/or in areas subject to tidal actions, seal
both ends of polyethylene tube with adhesive tape at joint overlap.
2. Tubular Type (Method A)
a.Cut polyethylene tube to length approximately 2 feet longer than fittings
section.
b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent
pipe section and bunching it accordion-fashion lengthwise until it clears fittings
ends.
c.Lower fittings into trench with preceding section of pipe.
d. Make shallow bell hole at joints to facilitate installation of polyethylene tube.
e.After assembling fittings make overlap of polyethylene tube, pull bunched
polyethylene from preceding length of pipe, slip it over end of the fitting and
wrap until it overlaps joint at end of preceding length of pipe.
f.Secure overlap in place.
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g.Take up slack width at top of fitting to make a snug, but not tight, fit along
barrel of fitting, securing fold at quarter points.
h. Repair cuts, tears, punctures or other damage to polyethylene.
i.Proceed with installation of next fitting in same manner.
3. Tubular Type (Method B)
a.Cut polyethylene tube to length approximately 1 foot shorter than fitting
section.
b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each
end.
c.Take up slack width at top of fitting to make a snug, but not tight, fit along
barrel of fitting, securing fold at quarter points; secure ends.
d. Before making up joint, slip 3-foot length of polyethylene tube over end of
proceeding pipe section, bunching it accordion-fashion lengthwise.
e.After completing joint, pull 3-foot length of polyethylene over joint,
overlapping polyethylene previously installed on each adjacent section of pipe
by at least 1 foot; make each end snug and secure.
4. Sheet Type
a.Cut polyethylene sheet to a length approximately 2 feet longer than piece
section.
b. Center length to provide 1-foot overlap on each fitting, bunching it until it
clears the fitting ends.
c.Wrap polyethylene around fitting so that it circumferentially overlaps top
quadrant of fitting.
d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet.
e.Lower wrapped fitting into trench with preceding section of pipe.
f.Make shallow bell hole at joints to facilitate installation of polyethylene.
g.After completing joint, make overlap and secure ends.
h. Repair cuts, tears, punctures or other damage to polyethylene.
i.Proceed with installation of fittings in same manner.
5. Pipe-Shaped Appurtenances
a.Cover bends, reducers, offsets, and other pipe-shaped appurtenances with
polyethylene in same manner as pipe and fittings.
6. Odd-Shaped Appurtenances
a.When it is not practical to wrap valves, tees, crosses and other odd-shaped
pieces in tube, wrap with flat sheet or split length polyethylene tube by passing
sheet under appurtenances and bringing it up around body.
b. Make seams by bringing edges together, folding over twice and taping down.
c.Tape polyethylene securely in place at the valve stem and at any other
penetrations.
7. Repairs
a.Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape
or with short length of polyethylene sheet or cut open tube, wrapped around
fitting to cover damaged area, and secure in place.
8. Openings in Encasement
a.Provide openings for branches, service taps, blow-offs, air valves and similar
appurtenances by making an X-shaped cut in polyethylene and temporarily
folding back film.
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b. After appurtenance is installed, tape slack securely to appurtenance and repair
cut, as well as other damaged area in polyethylene with tape.
c.Service taps may also be made directly through polyethylene, with any
resulting damaged areas being repaired as described above.
9. Junctions between Wrapped and Unwrapped Fittings
a.Where polyethylene-wrapped fitting joins an adjacent pipe that is not wrapped,
extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet.
b. Secure end with circumferential turns of tape.
c.Wrap service lines of dissimilar metals with polyethylene or suitable dielectric
tape for minimum clear distance of 3 feet away from cast or Ductile Iron
Fittings.
D.Blocking
1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees,
crosses and plugs in the pipe lines as indicated in the Drawings.
2. Place the concrete blocking so as to rest against firm undisturbed trench walls,
normal to the thrust.
3. The supporting area for each block shall be at least as great as that indicated on the
Drawings and shall be sufficient to withstand the thrust, including water hammer,
which may develop.
4. Each block shall rest on a firm, undisturbed foundation or trench bottom.
5. If the Contractor encounters soil that appears to be different than that which was
used to calculate the blocking according to the Drawings, the Contractor shall
notify the Engineer prior to the installation of the blocking.
3.5 REPAIR/RESTORATION
A.Patching
1. Excessive field-patching is not permitted of lining or coating.
2. Patching of lining or coating will be allowed where area to be repaired does not
exceed 100 square inches and has no dimensions greater than 12 inches.
3. In general, there shall not be more than 1 patch on either the lining or the coating of
any fitting.
4. Wherever necessary to patch the fitting:
a.Make patch with cement mortar as previously specified for interior joints.
b. Do not install patched fitting until the patch has been properly and adequately
cured and approved for laying by the City.
c.Promptly remove rejected fittings from the site.
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.Potable Water Mains
1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains
a.Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water
main as specified in Section 33 04 40.
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33 11 11 - 13
DUCTILE IRON FITTINGS
Page 13 of 13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
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
12/20/2012 D. Johnson
1.2.A.1.c – Restraints included in price bid
1.2.A.2.c – Restraints included in price bid
1.3 – Added definitions of gland types for clarity
2.2.B.5 – Removed unrestrained push-on and mechanical joints
2.2.B.6, 7, 8, and 9 – Added reference to Section 33 05 10 and 33 04 10; removed
material specifications for bolts, nuts and gaskets.
3.4 – Requirement for all mechanical and push-on joints to be restrained
3.4.D – Corrected reference
9/20/2017 W. Norwood 2.2.B.5.a.7 – Added requirement for 6 wedges on MJ Restraint for 8 inch PVC pipe
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 1
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
SECTION 33 11 12
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Polyvinyl Chloride (PVC) Pressure Pipe 4-inch through 36-inch for potable water,
wastewater and reuse applications
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. 33 01 31 – Closed Circuit Television (CCTV) Inspection
4. 33 04 40 – Cleaning and Acceptance Testing of Water Mains
5. 33 05 10 – Utility Trench Excavation, Embedment and Backfill
6. 33 05 24 – Installation of Carrier Pipe in Casing or Tunnel Liner Plate
7. 33 11 11 – Ductile Iron Fittings
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Measurement
a.Measured horizontally along the surface from center line to center line of the
fitting, manhole, or appurtenance
2. Payment
a.The work performed and materials furnished in accordance with this Item and
measured as provided under “Measurement” will be paid for at the unit price
bid per linear foot of “PVC Water Pipe” installed for:
1) Various sizes
2) Various types of backfill
b. The work performed and materials furnished in accordance with this Item and
measured as provided under “Measurement” will be paid for at the unit price
bid per linear foot of “Sewer Force Main” installed for:
1) Various sizes
3. The price bid shall include:
a.Furnishing and installing PVC Pressure Pipe with joints as specified by the
Drawings
b. Mobilization
c.Pavement removal
d. Excavation
e.Hauling
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 2
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
Page 2 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
f.Disposal of excess material
g.Furnishing, placement and compaction of embedment
h. Furnishing, placement and compaction of backfill
i.Trench water stops
j.Thrust restraint, if required by Contract Documents
k.Gaskets
l.Clean-up
m.Cleaning
n. Disinfection
o. Testing
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. American Association of State Highway and Transportation Officials (AASHTO).
3. ASTM International (ASTM):
a.D1784, Standard Specification for Rigid Poly(Vinyl-Chloride) (PVC)
Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds.
b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using
Flexible Elastomeric Seals.
4. American Water Works Association (AWWA):
a.C600, Installation of Ductile-Iron Water Mains and their Appurtenances.
b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes
and Fittings for Water.
c.C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN
through 60 IN, for Water Transmission and Distribution.
d. M23, PVC Pipe – Design and Installation.
e.M41, Ductile-Iron Pipe and Fittings.
5. NSF International (NSF):
a.61, Drinking Water System Components – Health Effects.
6. Underwriters Laboratories, Inc. (UL).
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals 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.Product Data
1. For PVC Pressure Pipe that is used for water distribution, wastewater force mains
or wastewater gravity mains, including:
a.PVC Pressure Pipe
b. Manufacturer
c.Dimension Ratio
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 3
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Page 3 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
d. Joint Types
2. Restraint, if required in Contract Documents
a.Retainer glands
b. Thrust harnesses
c.Any other means of restraint
3. Gaskets
B.Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe
used in the water distribution system or for a wastewater force main for 24-inch and
greater diameters, including:
1. Wall thickness design calculations sealed by a Licensed Professional Engineer in
Texas including:
a.Working pressure
b. Surge pressure
c.Deflection
2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed
Professional Engineer in Texas, to verify the restraint lengths shown on the
Drawings.
3. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed
Professional Engineer in Texas including:
a.Pipe class
b. Joints type
c.Fittings
d. Stationing
e.Transitions
f.Joint deflection
C.Certificates
1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of
this Section, each run of pipe furnished has met Specifications, all inspections have
been made and that all tests have been performed in accordance with AWWA
C900.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Qualifications
1. Manufacturers
a.Finished pipe shall be the product of 1 manufacturer for each size, unless
otherwise approved by the City.
1) Change orders, specials, and field changes may be provided by a different
manufacturer upon City approval.
b. Pipe manufacturing operations shall be performed under the control of the
manufacturer.
c.All pipe furnished shall be in conformance with AWWA C900.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 4
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
Page 4 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
1.10 DELIVERY, STORAGE, AND HANDLING
A.Storage and Handling Requirements
1. Store and handle in accordance with the guidelines as stated in AWWA M23.
2. Secure and maintain a location to store the material in accordance with Section 01
66 00.
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 EQUIPMENT, PRODUCT TYPES AND MATERIALS
A.Manufacturers
1. Only the manufacturers as listed in the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B.Pipe
1. Pipe shall be in accordance with AWWA C900.
2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61.
3. Pressure Pipe shall be approved by the UL.
4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces
necessary to comply with the Drawings.
5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a
cell classification of 12454. Outside diameters must be equal to those of cast iron
and ductile iron pipes.
6. As a minimum the following Dimension Ratio’s apply:
Diameter
(inch)
Min Pressure Class
(psi)
4 through 12 DR 14
16 through 24 DR 18
7. Pipe Markings
a.Meet the minimum requirements of AWWA C900. Minimum pipe markings
shall be as follows:
1)Manufacturer’s Name or Trademark and production record
2) Nominal pipe size
3) Dimension Ratio
4) AWWA C900
5) Seal of testing agency that verified the suitability of the pipe
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 5
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
Page 5 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
C.Pressure and Deflection Design
1. Pipe design shall be based on trench conditions and design pressure class specified
in the Drawings. Pipe shall be designed according to the methods indicated in
AWWA M23 for trench construction, using the following parameters:
a.Unit Weight of Fill (w) = 130 pcf
b. Live Load = AASHTO HS 20
c.Trench Depth = 12 feet minimum, or as indicated in Drawings
d.Maximum E’ = 1,000 max
e.Deflection Lag Factor = 1.0
f.Working Pressure (Pw) = 150 psi
g.Surge Allowance (Ps) = 100 psi minimum
h. Test Pressure =
1) No less than 1.25 times the stated working pressure (187 psi minimum) of
the pipeline measured at the highest elevation along the test section.
2) No less than 1.5 times the stated working pressure (225 psi minimum) at
the lowest elevation of the test section.
i.Maximum Calculated Deflection = 3 percent
j.Restrained Joint Safety Factor (SF) = 1.5
k.Maximum Joint Deflection = 50 percent of the manufacturer’s
recommendations.
2. Verify trench depths after existing utilities are located.
a.Accommodate vertical alignment changes required because of existing utility or
other conflicts by an appropriate change in pipe design depth.
b. In no case shall pipe be installed deeper than its design allows.
3. Provisions for Thrust
a.Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained
joints when required by the Drawings.
b. No thrust restraint contribution shall be allowed for the restrained length of
pipe within the casing.
c.Restrained joints, where required, shall be used for a sufficient distance from
each side of the bend, tee, plug, valve, or other fitting to resist thrust which will
be developed at the design pressure of the pipe. For the purpose of thrust the
following shall apply:
1) Calculate valves as dead ends.
2) Design pressure shall be greater than the pressure class of the pipe or the
internal pressure (Pi), whichever is greater.
3) Restrained joints shall consist of approved mechanical restrained or push-
on restrained joints as listed in the City’s Standard Products List as shown
in Section 01 60 00.
4) Restrained PVC pipe is not allowed for pipe greater than 12 inches.
d. The Pipe Manufacturer shall verify the length of pipe with restrained joints to
resist thrust in accordance with the Drawings and the following:
1) Calculate the weight of the earth (We) as the weight of the projected soil
prism above the pipe, for unsaturated soil conditions.
2) Soil density = 115 pcf (maximum value to be used), for unsaturated soil
conditions
3) In locations where ground water is encountered, reduce the soil density to
its buoyant weight for the backfill below the water table.
a)Reduce the coefficient of friction to 0.25.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 6
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
Page 6 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
4. Joints
a.Joints shall be gasket, bell and spigot and push-on type conforming to ASTM
D3139.
b. Since each pipe manufacturer has a different design for push-on joints, gaskets
shall be part of a complete pipe section and purchased as such.
c.Lubricant must be non-toxic and NSF approved for potable water applications.
d. Push-On Restrained Joints shall only be as approved in the Standard Products
List in Section 01 60 00.
5. Detectable Markers
a.Provide detectable markers in accordance with Section 33 05 26.
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 INSTALLATION
A.General
1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in
AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe
manufacturer’s recommendations.
2. Lay pipe to the lines and grades as indicated in the Drawings.
3. Excavate and backfill trenches in accordance with Section 33 05 10.
4. Embed PVC Pressure Pipe in accordance with Section 33 05 10.
5. For installation of carrier pipe within casing, see Section 33 05 24.
B.Pipe Handling
1. Haul and distribute pipe and fittings at the project site.
2. Handle piping with care to avoid damage.
a.Inspect each joint of pipe and reject or repair any damaged pipe prior to
lowering into the trench.
b. Use only nylon ropes, slings or other lifting devices that will not damage the
surface of the pipe for handling the pipe.
3. At the close of each operating day:
a.Keep the pipe clean and free of debris, dirt, animals and trash – during and after
the laying operation.
b. Effectively seal the open end of the pipe using a gasketed night cap.
C.Joint Making
1. Mechanical Joints
a.In accordance with Section 33 11 11.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 7
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
Page 7 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
2. Push-on Joints
a.Install Push-On joints as defined in AWWA C900.
b. Wipe clean the gasket seat inside the bell of all extraneous matter.
c.Place the gasket in the bell in the position prescribed by the manufacturer.
d. Apply a thin film of non-toxic vegetable soap lubricant to the inside of the
gasket and the outside of the spigot prior to entering the spigot into the bell.
e.When using a field cut plain end piece of pipe, refinish the field cut to conform
to AWWA C605.
3. Joint Deflection
a.Deflect the pipe only when necessary to avoid obstructions, or to meet the lines
and grades shown in the Drawings.
b.Joint deflection shall not exceed 50 percent of the manufacturer’s
recommendation.
D.Detectable Metallic Tape Installation
1. See Section 33 05 26.
3.5 REPAIR/RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.Potable Water Mains
1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water
mains:
a.Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water
main as specified in Section 33 04 40.
B.Wastewater Lines
1. Closed Circuit Television (CCTV) Inspection
a.Provide a Post-CCTV Inspection in accordance with Section 33 01 31.
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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 11 12 - 8
POLYVINYL CHLORIDE (PVC) PRESSURE PIPE
Page 8 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 16, 2018
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson
2.2.C.1 and 3.4.C.3 – revised maximum joint deflection requirements
3.4.C.1 – Added reference to Ductile Iron Fittings
3.4.D – Removed Marker Balls
1.1 Modified acceptable range for specification from up to 24-inch to up to 36-inch
4/1/2013 F. Griffin
Change Section 2.2 B. 5. from “The pipe material shall be PVC, meeting the
requirements of ASTM D1784, with a cell classification of 12454-B.” to “The pipe
material shall be PVC, meeting the requirements of ASTM D1784, with a cell
classification of 12454”.
11/14/2018 D.V. Magaña All references to the use of C905 are no longer applicable and are deleted.
1.3.A.4.c. – Updated to reflect C900 applicable on PVC pipe sizes 4” through 60”.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 12 10 - 1
WATER SERVICES 1-INCH TO 2-INCH
Page 1 of 17
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
SECTION 33 12 10
WATER SERVICES 1-INCH TO 2-INCH
[Text in Blue is for information or guidance. Remove all blue text in the final project document.]
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of-
way, fittings and water meter boxes complete in place, as shown on the Drawings,
directed by the Engineer, and specified herein for:
a. New Water Service
b. New Water Service (Bored)
c. Water Meter Service Relocate
d. Private Water Service
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Products Installed but not Furnished Under this Section
1. Water meters for various sizes
D. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 33 04 40 – Cleaning and Acceptance Testing of Water Mains
4. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill
5. Section 33 12 25 – Connection to Existing Water Mains
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment [Items in this Section are intended to be combined for
specific project situations. For example - Items 1 or 2 should be used alone for a
previously un-serviced lot. Items 1 or 2 should be used in conjunction with Item 3 for a
meter relocate where the new service is 5 feet or less from the existing service. Items 1
or 2 should be combined with Items 3 and 4 for a meter relocate where the service is
being moved more than 5 feet from the existing service.]
1. New Water Service
a. Measurement
1) Measurement for this Item shall be per each new “Water Service” complete
in place from the tap of the main to the installation of the meter box and
associated appurtenances where the service line is installed by open cut
construction.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per each “Water Service” installed for:
33 12 10 - 2
WATER SERVICES 1-INCH TO 2-INCH
Page 2 of 17
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
a) Various sizes
c. The price bid shall include:
1) Furnishing and installing New Service Line as specified by the Drawings
2) Submitting product data
3) Tapping saddle
4) Corporation stop
5) Curb stop
6) Fittings
7) Service line installed by open cut
8) Connection to meter
9) Meter Box and Lid
10) Pavement removal
11) Excavation
12) Hauling
13) Disposal of excess material
14) Surface Restoration associated with Meter Box installation and connection,
excluding grass (seeding, sodding or hydro-mulch paid separately)
15) Clean-up
16) Disinfection
17) Testing
2. New Bored Water Service
a. Measurement
1) Measurement for this Item shall be per each new Water Service complete in
place from the tap of the main to the installation of the meter box and
associated appurtenances where the service line is installed by trenchless
method.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per each “Bored Water Service” installed for:
a) Various sizes
c. The price bid shall include:
1) Submitting product data
2) Tapping saddle
3) Corporation stop
4) Curb stop
5) Fittings
6) Service line installed by trenchless method
7) Connection to meter
8) Meter Box and Lid
9) Pavement removal
10) Excavation
11) Hauling
12) Disposal of excess material
13) Surface restoration associated with Meter Box installation and connection,
excluding grass (seeding, sodding or hydro-mulch paid separately)
14) Clean-up
15) Disinfection
16) Testing
33 12 10 - 3
WATER SERVICES 1-INCH TO 2-INCH
Page 3 of 17
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
3. Water Meter Service Reconnect
a. Measurement
1) Measurement for this Item shall be per each Water Meter Service
Reconnect complete in place from public service line connection to private
service line connection.
b. Payment
1) The work performed in conjunction with relocation of the meter, associated
private service line, fittings and meter box 5 feet or less in any direction
from centerline of existing meter location and the materials furnished in
accordance with this Item will be paid for at the unit price bid per each
“Water Meter Service, Reconnection” installed for:
a) Various size of services
c. The price bid shall include:
1) Private service line
2) Fittings
3) Private connection to water meter
4) Connection to existing private service line
5) Cut and crimp of existing service
6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter,
as directed by City
7) Pavement removal
8) Excavation
9) Hauling
10) Disposal of excess material
11) Surface restoration for area disturbed for installation of meter box,
excluding grass (seeding, sodding or hydro-mulch paid separately)
12) Clean-up
13) Cleaning
14) Disinfection
15) Testing
4. Private Water Service Relocation
a. Measurement
1) Measurement for this Item shall be per linear foot of Private Service
relocation complete in place from the meter box to a connection to the
existing service line on private property.
b. Payment
1) The work performed in conjunction with Private Service Line installation
where the meter and meter boxes are moved more than 5 feet in any
direction from centerline of existing meter location and materials furnished
in accordance with the Item and measured as provided under
“Measurement” will be paid for at the unit price bid per linear foot of
“Private Water Service” performed for:
a) Various service sizes
c. The price bid shall include:
1) Obtaining appropriate permit
2) Obtaining Right of Entry
3) Submitting product data
4) Private service line
5) Fittings
33 12 10 - 4
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Page 4 of 17
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
6) Backflow preventer, check valve, and isolation valve relocation, if
applicable
7) Connection to existing private service line
8) Pavement removal and replacement
9) Excavation
10) Hauling
11) Disposal of excess material
12) Surface restoration, excluding grass (seeding, sodding or hydro-mulch paid
separately)
13) Clean-up
14) Cleaning
15) Disinfection
16) Testing
1.3 REFERENCES
A. Definitions
1. New Service
a. Installation of new 1-inch to 2-inch Water Service Line by open cut
construction from the water main to the right-of-way, including corporation
stop, curb stop, fittings and water meter boxes complete in place, as shown on
the Drawings.
2. New Service (Bored)
a. Installation of new 1-inch to 2-inch Water Service Line by trenchless
construction method from the water main to the right-of-way, including
corporation stop, curb stop, fittings and water meter boxes complete in place, as
shown on the Drawings.
3. Meter Service Reconnection
a. Relocation and reconnection of the private service line from an existing meter
to be abandoned and a new meter installed that lies within 5 feet of the existing
meter.
4. Private Service Relocation
a. Relocation and reconnection of private service line behind the water meter
where the existing meter to be abandoned and the new meter installed is greater
than 5 feet of the existing meter. A licensed plumber is required to relocate the
private service.
5. Lead-free
a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25
percent lead in accordance with the reduction of Lead in Drinking Water Act
(P.L. 111-380).
B. 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. ASTM International (ASTM):
a. A48, Standard Specification for Gray Iron Castings.
b. A536, Standard Specification for Ductile Iron Castings.
c. B88, Standard Specification for Seamless Copper Water Tube.
d. B98, Standard Specification for Copper-Silicon Alloy Rod, Bar and Shapes.
33 12 10 - 5
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
e. C131, Standard Specification for Resistance to Degradation of Small-Size
Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.
f. C150, Standard Specification for Portland Cement.
g. C330, Standard Specification for Lightweight Aggregates for Structural
Concrete.
h. C857 (RL), Standard Practice for Minimum Structural Design Loading for
Underground Precast Concrete Utility Structures
i. D883, Standard Terminology Relating to Plastics.
j. D1693, Standard Test Method for Environmental Stress-Cracking of Ethylene
Plastics
3. American Water Works Association (AWWA):
a. C700, Cold-Water Meters - Displacement Type, Bronze Main Case.
b. C800, Underground Service Line Valves and Fittings.
4. NSF International (NSF):
a. 61, Drinking Water System Components - Health Effects.
5. Reduction of Lead in Drinking Water Act
a. Public Law 111-380 (P.L. 111-380)
6. General Services Administration (GSA):
a. RR-F-621E, Frames, Covers, Gratings, Steps, Sump and Catch Basin, Manhole
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Provide advance notice for service interruptions and meet requirements of Division
0 and Division 1.
1.5 SUBMITTALS
A. Submittals 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. Product Data, if applicable:
1. Tapping Saddle
2. Corporation stop
3. Curb Stop
4. Service Line
5. Meter Box
6. Meter Box Lid
B. Certificates and Test Reports
1. Prior to shipment of any Water Service components, the manufacturer shall submit
the following:
a. A Certificate of Adequacy of Design stating that the components to be
furnished comply with all regulatory requirements identified in this Section
including:
1) The Reduction of Lead in Drinking Water Act (P.L. 111-380)
2) AWWA C800
3) NSF 61
33 12 10 - 6
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Page 6 of 17
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Qualifications
1. Manufacturers
a. Water Services shall meet or exceed the latest revisions of AWWA C800, NSF
61, the Reduction of Lead in Drinking Water Act and shall meet or exceed the
requirements of this Specification.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Protect all parts such that no damage or deterioration will occur during a prolonged
delay from the time of shipment until installation is completed and the units and
equipment are ready for operation.
2. Protect all equipment and parts against any damage during a prolonged period at the
site.
3. Prevent plastic and similar brittle items from being directly exposed to sunlight or
extremes in temperature.
4. Secure and maintain a location to store the material in accordance with Section 01
66 00.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS
A. Water meters for various sizes
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Manufacturers
1. Only the manufacturers as listed on the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a. The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
3. The Water Services and appurtenances shall be new and the product of a
manufacturer regularly engaged in the manufacturing of Water Services and
appurtenances having similar service and size.
B. Description
1. Regulatory Requirements
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
a. All materials shall conform to the Reduction of Lead in Drinking Water
Act (P.L. 111-380). This Act defines “Lead-free” for pipes and other
appurtenances to be less than 0.25 percent lead.
b. Water Services shall meet or exceed the latest revisions of AWWA C800 and
shall meet or exceed the requirements of this Specification.
c. All Water Services components in contact with potable water shall conform to
the requirements of NSF 61.
C. Materials/Design Criteria
1. Service Lines
a. Provide Type K Copper Tubing per ASTM B88.
b. Furnish in the annealed conditions, unless otherwise specified in the Contract
Documents.
2. Service Couplings
a. Fitting Ends
1) Flared Copper Tubing with thread dimensions per AWWA C800
2) Provide coupling nuts with a machined bearing skirt of a length equal to the
tubing outer diameter (O.D.).
b. Provide with hexagonal wrench grip compatible with the coupling size.
c. Provide lead-free service couplings in accordance with the Reduction of Lead
in Drinking Water Act.
3. Corporation stops
a. Provide brass castings per AWWA C800 for:
1) Bodies
2) Plugs
3) D washers
4) Bottom nuts
b. Machining and Finishing of Surfaces
1) Provide 1 ¾ inch per foot or 0.1458 inch per inch ± 0.007 inch per inch
taper of the seating surfaces for the key and body.
2) Reduce large end of the tapered surface of the key in diameter by chamfer
or turning for a distance that will bring the largest end of the seating surface
of the key into the largest diameter of the seating surface of the body.
3) Relieve taper seat in the body on the small end.
4) Extend small end of the key there-through to prevent the wearing of a
shoulder and facilitate proper seating of key.
5) Design key, key nut and washer such that if the key nut is tightened to
failure point, the stem end of the key shall not fracture.
6) Design nut and stem to withstand a turning force on the nut of at least 3
times the necessary effort to properly seat the key without failure in any
manner.
7) Port through corporation stop shall be full size to eliminate turbulence in
the flow way.
8) Design stop for rotation about the axis of the flow passageway inside the
following minimum circles in order to properly clear the tapping machine:
a) Two 7/8-inch for 1-inch corporation stops
b) Four 15/16-inch for 1 ½ -inch and 2-inch corporation stops
c. Provide lead-free corporation stops in accordance with the Reduction of Lead in
Drinking Water Act.
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
4. Curb Stops
a. Provide brass castings per AWWA C800.
b. Valve plugs shall be:
1) Cylinder type
2) Plug type, or
3) Ball type
c. Incorporate full flow porting.
d. Provide for full 360 degree plug rotation clockwise or counter-clockwise.
e. Overall Length
1) 3-5/16 inch + 1/8 inch for 1-inch diameter
2) 4-1/32 inch + 9.32 for 1-inch diameter
f. Cylindrical Plug Type
1) Provide O-ring seal at top and bottom.
a) O-ring at top only is acceptable if bottom of curb stop body is closed.
2) Seals shall be Buna N.
3) 1 O-ring seal shall surround the outlet port of the curb stop and act to
effectively seal in the closed position.
4) The port in the plug shall provide a straight through, full size flow way, so
shaped as to eliminate turbulence.
5) All waterways shall be smooth and free of burrs or rough areas.
6) Design the curb stop to provide ease and accuracy of operation and positive
shut-off of water.
g. Tapered Plug Type
1) Provide O-ring seal at top and bottom.
2) The tapered plug and cylindrical recess in the valve body shall be machined
to match within approved manufacturing tolerances.
3) Inlet and outlet ports shall be sealed by O-rings or combination Teflon U-
shaped seal rings backed with O-rings.
4) The port in the plug shall provide a straight through, full size flow way, so
shaped as to eliminate turbulence.
5) All waterways shall be smooth and free of burrs or rough areas.
6) Design the curb stop to provide ease and accuracy of operation and positive
shut-off of water.
h. Ball Plug Type
1) Provide double O-ring seals on the stem.
2) The ball shall seal against rubber rings mounted in the valve body at the
inlet and outlet ports.
3) The ball shall be bronze with a smooth Teflon coating.
4) The port in the plug shall provide a straight through, full size flow way, so
shaped as to eliminate turbulence.
5) All waterways shall be smooth and free of burrs or rough areas.
i. Provide lead-free curb stops in accordance with the Reduction of Lead in
Drinking Water Act.
5. Straight Adapters
a. Brass castings and threads per AWWA C800
b. Provide lead-free straight adapters in accordance with the Reduction of Lead in
Drinking Water Act.
6. Three Part Copper Unions
a. Brass castings and threads per AWWA C800
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
b. Provide lead-free Three Part Copper Unions in accordance with the Reduction
of Lead in Drinking Water Act.
7. Straight Meter Couplings
a. Brass castings per AWWA C800
b. Threads per AWWA C700
c. Tailpiece with outside iron pipe thread
d. Chamfer corners on threaded end of meter nut.
e. Machine inside and outside of tailpiece.
f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of
Lead in Drinking Water Act.
8. Branch Connections
a. Brass castings per AWWA C800
b. Inlet and outlet connections per AWWA C800
c. Provide lead-free branch connections in accordance with the Reduction of Lead
in Drinking Water Act.
9. Service Saddles
a. Castings
1) Brass or Nylon coated ductile iron castings per AWWA C800
2) Free of porosity with sharp edges removed
3) Saddle
a) Form to fit firmly against side of maximum diameter of water main
with approximately 180 degrees wrap around.
4) Outlet
a) Design outlet boss for no thread distortion by bending moments.
b) Tapped for taper threaded corporation stop conforming to AWWA
C800.
b. Straps
1) Conform to ASTM B98.
2) Form flat to fit uniformly against the wall of the water main.
3) Shall be double straps
4) Rod diameter not less than 5/8 inch flattened to 1 inch on one side.
5) Straps shall be threaded 5/8 inch (11-NC-2A) for a distance such that ½
inch remains after clamp is fully tightened on the pipe.
6) Chamfer strap ends to protect the starting threads.
7) The threads shall be full and free from shear.
8) 4-inch and larger pipe shall be in accordance with Section 33 12 25.
c. Nuts
1) Bronze material
a) Same material as straps
2) Dimensions equal to or larger than heavy hexagon nuts
3) Tapped 5/8 inch (11-NC-2B)
d. Gaskets
1) Neoprene rubber material
2) Cemented to saddle and positioned to facilitate installation
10. Brass Flanged Angle Valve
a. For 1 ½-inch and 2-inch services
b. Brass castings per AWWA C800
c. Valve Body with integral outlet flange and inlet wrenching flat
d. Fit together key and body by turning key and reaming body
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
1) Key with O-ring seal seat at the upper end
2) Lap key and body seat are to conform to corporation stop requirements of
this Specification.
3) The outlet flange shall contain an O-ring seat or a uniform flat drop-in
flange gasket surface.
4) Drop-in flange gasket surface shall contain gasket retaining grooves milled
circular about the axis of the flange.
5) The size of the outlet flange and the diameter and spacing of the bolt holes
shall conform to AWWA C700.
6) The flange on 2-inch angle valves shall be double drilled to permit
connection to l ½ -inch meters.
7) The inlet port of the valve shall be tapered to conform to AWWA C800
taper pipe thread.
8) The key cap shall include a wrenching tee marked with a raised or recessed
arrow to show whether the valve is open or closed.
9) Valve Assembly (main body, key, key cap)
a) Brass material per AWWA C800
b) O-ring seal on the top of the key between the key and body seat
c) Key cap shall complete the assembly by attaching to the key by means
of a strong bronze pin with phosphor bronze spring washer(s)
depressed between the key cap and the top of the valve main body.
d) Provide with padlock wings for locking the valve in the closed position.
e) There shall be a uniform application of cold water valve grease
between the body and the key.
f) The valve shall be capable of being easily opened and stopping lugs.
g) The waterway through the valve shall be smooth and rounded for
minimum pressure loss, and shall be free of burrs or fins.
h) The valve shall be strong, well designed, neat in appearance, water-
tight and entirely adequate for the intended purpose.
i) Provide with either a high quality rubber drop-in gasket or an O-ring
seal depending on the manufacturer's flange seal surface design choice.
e. Provide lead-free brass flanged angle valves in accordance with the Reduction
of Lead in Drinking Water Act.
11. Meter Boxes shall:
a. Be constructed of:
1) Polymer, black polyethylene material as defined in ASTM D883.
a) Minimum wall thickness of 3/8-inch throughout with no blowing
agents or foaming plastics
b) Body shall be black throughout, blended at the time of manufacture,
and shall have a molded recycled emblem with a minimum of 35
percent Post Industrial/ Pre Consumer Recycled Content- verified with
a Leed Product Documentation.
c) Have a tensile strength greater than 1700 pounds per square inch (psi).
d) Smooth edges and corners and be free from sharp edges so the unit can
be handled safely without gloves.
e) Exterior free from seams or parting lines.
f) Have crush resistant ribbing along the outside of the box.
g) Have a flange around the lid opening to help prevent settling and aide
in adjustment to grade.
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
h) Not to be installed in roadway – designed to withstand loading in non-
deliberate and incidental traffic only.
2) Concrete
a) Frame of No. 6 gauge wire welded closed
b) Type I or Type II Portland cement, in accordance with ASTM C150,
portioned with lightweight aggregate, in accordance with ASTM C330
(1) Percentage of wear not to exceed 40 per ASTM C131
(2) Minimum 28 day compressive strength of 3,000 psi
b. Be able to withstand a minimum 15,000 pounds vertical load
c. Withstand a minimum 400 pounds sidewall load.
d. Have pipe holes measuring a minimum of 2-1/2” x 3-1/4”.
e. 1-inch Standard Meter Box (Class A)
1) For use with services utilizing 5/8-inch x ¾-inch, ¾-inch or 1-inch meter
Single or Dual service meter.
2) Polymer
a) Size: working of not less than 10 inches x 16 inches, 12 inches high
3) Concrete
a) Size: working area not less than 10-inches x 16-inches, 12 inches high
f. 2-inch Standard Meter Box (Class C)
1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter.
2) Polymer
a) Size: working area not less than 14-inches x 28-inches, 12 inches high
3) Concrete
a) Size: working area not less than 15-inches x 26-1/2-inches, 12 inches
high
g. Bullhead Standard Meter Box (Class B)
1) For use with services utilizing two 5/8-inch x ¾-inch or ¾-inch or 1-inch
Single service meter.
2) Polymer
a) Size: working area not less than 15-inches x 18-inches, 12 inches high
3) Concrete
a) Size: working area not less than 15-inches x 18-inches, 12 inches high
12. Meter Box Lid
a. Meter Box Lids Shall:
1) Be solid throughout with reinforcing ribs.
2) Have City of Fort Worth ‘Molly’ logo molded into the lid.
3) Bear the Manufacturer’s IS (name or logo) and Country of Origin.
4) Be designed both with and without AMI receptacles
5) Have a molded tread-plate
6) Seat securely and evenly inside the meter box and shall not overlap the top
edge of the meter box.
7) Have a molded pick bar for use by meter reading tool.
8) Have Automated Meter Infrastructure (AMI) snap locking slide mounts for
number of meters/endpoints associated with meter box
9) Have an opening to accept the AMI end-point. Opening shall accommodate
an endpoint with a 1-7/8 inches diameter.
10) Have recessed AMI end point area, to alleviate a trip hazard, centered over
AMI slide mount. Recess area should be 4-1/2 inches in diameter and 3/8”
deep.
11) Have built-in anti-flotation devices.
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
b. Cast Iron or Ductile Iron
1) Lids for Concrete Meter Boxes shall be constructed out of a cast iron and
meet RRF-621 specification.
2) Shall withstand a minimum vertical load of 15,000 pounds
3) Coat castings with a bituminous emulsified asphalt unless otherwise
specified in the Contract Documents, ground smooth, and cleaned with shot
blasting, to get a uniform quality free from strength defects and distortions.
4) Dimensions shall be within industry standards of ±1/16 inch per foot.
5) Shall have a plug inserted in to the AMI receptacle to avoid water entering
through opening until the AMI receptacle is used
6) Be a minimum of 1-3/4 inches thick at reinforcing ribs.
7) Casting weights may vary ±5 percent from drawing weight per industry
standards.
c. Plastic(Composite)
1) The lid shall :
a) Constructed of Engineered Plastic as defined in ASTM D883
(1) Have a molded recycled emblem with a minimum of 50 percent
Post Consumer Recycled and 50 percent Post Industrial/ Pre
Consumer Recycled Content- verified with a Leed Product
Documentation.
(2) Be designed to fit a concrete box/cast iron box in retrofit
installations.
(3) Have a tensile strength greater than 1700 psi.
(4) Have a ‘knock-out” plug to accept the AMI end- point. Knock-out
diameter shall be 1-7/8 inch diameter. A removable plug may be
substituted for the knock-out plug.
(5) Be constructed out of a composite material blend for maximum
durability and corrosion resistance.
(6) Be black throughout with no blowing agents or foaming plastics
(7) Smooth edges and corners and be free from sharp edges so the unit
can be handled safely without gloves.
(8) Exterior free from seams or parting lines.
(9) Have a molded tread-pattern- tread dimensions shall be .188-inch x
.938-inch x .150-inch deep.
(10) Have “City of Fort Worth” molded into the lid.
(11) Have “Water Meter” molded into the lid- Font shall be standard
Fadal CNC font with 1-inch characters x .150-inch deep.
(12) Have a molded pick hole pocket- dimensions shall be 3-inch x
9/16-inch x Thru Hole with 3/16-inch 304 stainless steel rod.
(13) Have 2 pieces of ½-inch rebar located in lid pockets for
locatability as shown in Drawings.
(14) Have location capability using metal detector.
b) Domestic Manufacture Only-Made in USA molded on Lid.
c) Not to be installed in roadway or parking area
d) Be designed to withstand H-10 loading for non-deliberate and
incidental traffic only as .
e) Have ultraviolet protection.
2) 1-inch Standard Plastic Meter Box Lid (Class A)
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WATER SERVICES 1-INCH TO 2-INCH
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
a) For use with services utilizing 5/8-inch x ¾-inch, ¾-inch or 1-inch
meter Single or Dual service meter.
b) Size: 11-7/8-inch x 17-7/8-inch, 1-1/2 inches high
c) For use with Class A Standard Meter Box.
d) Polymer lid shall seat evenly inside meter box and shall not overlap the
top edge of the meter box.
3) 2-inch Standard Plastic Meter Box Lid (Class C)
a) For use with services utilizing 1-1/2-inch or 2-inch Single service
meter.
b) Size 27-inches x 15-1/4-inches, 1-7/8 inches high
c) For use with Class C Standard Meter Box.
d) Polymer lid shall seat evenly inside meter box and shall not overlap the
top edge of the meter box.
4) Bullhead Standard Plastic Meter Box Lid (Class B)
a) For use with services utilizing two 5/8-inch x ¾-inch or ¾-inch or 1-
inch Single service meter:
b) Size: 16-5/8-inch x 14—5/8-inch, 1-3/4 inches high
c) For use with Class B Standard Meter Box.
d) Polymer lid shall seat evenly inside meter box and shall not overlap the
top edge of the meter box.
13. Horizontal Check Valve
a. Equip 1 ½-inch and 2-inch Water Services with a horizontal check valve, with
pipe plug, only if specified in the Drawings.
b. If an existing backflow preventer is present, the Contractor is to leave it, and is
not required to provide an additional horizontal check valve.
c. Provide lead-free horizontal check valves in accordance with the Reduction of
Lead in Drinking Water Act.
14. Service Marker
a. 3 inch wide, 5 mil blue vinyl tape
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL
A. Tests and Inspections
1. At the City’s option, the manufacturer shall be required to provide certification
records showing conformance of materials, design and testing to these
Specifications.
2. The test procedures shall conform to AWWA C800.
a. In the event that a chosen valve fails the City’s hydrostatic test, the cost of the
test shall be at the expense of the supplier.
b. Proof testing of the remainder of the valves shall be at the cost and
responsibility of the supplier.
c. These tests will be the basis of acceptance or rejection of the remainder of the
shipment by the City.
3. The City reserves the right to select products at random for testing. The failure of
materials to conform to the applicable Specification may result in the rejection of
the entire shipment.
B. Marking
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Page 14 of 17
CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
1. Service saddle castings shall be clearly marked by letters and numerals cast thereon
showing:
a. Manufacturer’s name
b. Type
c. Size of Pipe
PART 3 - EXECUTION
3.1 INSTALLERS
A. A licensed plumber is required for installations on the outlet side of the service meter.
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Install Water Services and appurtenances in accordance with AWWA C800.
2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75
feet or wider, or where shown on Drawings.
3. Install Water Service Lines on lot center line on lots less than 75 feet wide, unless
otherwise shown on the Drawings.
4. Install services at a minimum depth of 36 inches below final grade/proposed top of
curb, unless otherwise specified in the Contract Documents.
5. Perform leak tests in accordance with Section 33 04 40.
6. Replace existing ¾-inch Service Lines with 1-inch new Service Line, tap, and
corporation.
7. Install replaced or relocated services with the service main tap and service line
being in line with the service meter, unless otherwise directed by the City.
8. Excavate, embed and backfill trenches in accordance with Section 33 05 10.
B. Handling
1. Haul and distribute Service Lines fittings at the project site and handle with care to
avoid damage.
a. Inspect each segment of Service Line and reject or repair any damaged pipe
prior to lowering into the trench.
b. Do not handle the pipe in such a way that will damage the pipe.
2. At the close of each operating day:
a. Keep the pipe clean and free of debris, dirt, animals and trash – during and after
the laying operation.
b. Effectively seal the open end of the pipe using a gasketed night cap.
C. Service Line Installation
1. Service Taps
a. Only ductile iron pipe may be directly tapped.
b. Install service taps and/or tap assemblies of the specified size as indicated on
the Drawings, or as specified by the Engineer.
c. Perform taps on a water system that is either uncharged or under pressure.
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
d. Taps consist of:
1) For Concrete Pressure Pipe or Steel Pipe
a) Standard internal pipe threaded holes in the pipe walls
(1) Made during pipe fabrication
(2) Provide tapered threaded outlet with cc threads for up to 2-inch.
(3) Provide flange outlet with flange to thread insulator adaptor kits for
4-inch and larger taps.
2) Other pipe materials
a) Bronze service clamp with a sealed, threaded port through which the
pipe wall is drilled to complete a service port
e. Tap Assemblies
1) Consist of corporation stop with iron to copper connection attached to:
a) Copper tubing terminating as shown on the City’s Standard Detail
b) May be required adjacent to gate valves
c) Install as shown on the Drawings, or as directed by the Engineer.
d) When required, shall be included in the unit price bid for installing gate
valve.
2) Chlorination and testing purposes
a) No separate payment will be made for taps required for testing and
chlorination.
2. Installation of Water Services
a. Install tap and Service Line in accordance with City Details.
b. Install meter box in accordance with City Details.
1) Adjustment of the Service Line to proper meter placement height shall be
considered as part of the Meter Box installation.
3. Trenching
a. Provide a trench width sufficiently wide to allow for 2 inches of granular
embedment on either side of the Service Line.
4. Bored Services
a. Services shall be bored utilizing a pilot hole having a diameter ½ inch to ¾
inches larger than the Service Line.
5. Arrangement
a. Arrange corporation stops, branches, curb stops, meter spuds, meter boxes and
other associate appurtenances as shown in the City Detail, and to the approval
of the Engineer.
6. Service Marker
a. When Meter Box is not installed immediately subsequent to service installation:
1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the
service and extending through the backfill approximately 6 inches above
ground at the Meter Box location.
b. Installation of service taps only:
1) Attach service marker tape to the corporation stop or plug and extend
upward and normal to the main through the backfill at the adjacent trench
edge to at least 6 inches above ground to flag the tap location.
7. Corporation stops
a. Fully open corporation stop prior to backfill.
D. Removal of Existing Water Meters
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
1. Remove, tag and collect existing Water Service meter for pickup by the City for
reconditioning or replacement.
2. After installation of the Water Service in the proposed location and receipt of a
meter from the City inspector, install the meter.
3. Reset the meter box as necessary to be flush with existing ground or as otherwise
directed by the City.
4. All such work on the outlet side of the service meter shall be performed by a
licensed plumber.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Field Tests and Inspections
1. Check each Water Service installation for leaks and full flow through the curb stop
at the time the main is tested in accordance with Section 33 04 40.
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
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CITY OF FORT WORTH Motel 6 & Studio 6 Water & Sewer
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 101726
Revised February 14, 2017
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson
Added Blue Text for clarification
1.2 A. – Revision to items included in price bid
Specification modified to be in accordance with the Reduction of Lead in Drinking
Water Act – All materials shall be lead free in accordance with this Act.
1.2.A.3 – Water Meter Service Relocate was renamed Water Meter Service
Reconnect
1.6.B. – added certification submittals for compliance with regulatory requirements
2/13/2013 F. Griffin
Added the phrase ‘, including grass’ to lines;
Part 1, 1.2.A.1.c.14, Part1, 1.2.A.2.c.13, Part 1, 1.2.A.2.c.13, Part 1,1.2.A.3.c.11,
Part1, 1.2.A.4.c.11
Added the phrase ‘and replacement’ to line Part 1,1.2.A.4.c.7
4/26/2013 F. Griffin
Revised lines with ‘including grass’ replacing with ‘excluding grass (seeding,
sodding or hydromulching paid separately)’
Included in Part 1, 1.2, A, 1, c, 14; Part 1, 1.2, A, 2, c, 13; Part 1, 1.2, A, 3, c, 11;
Part 1, 1.2, A, 4, 2, 11
6/19/2013 D. Johnson 1.2.A.4.c – Addition of private water service appurtenances relocation to being
included in the linear foot price of private water services
11/21/2016 W. Norwood Require meter box suitable for AMI meter. 2.2,C, 11 & 2.2,C,12
11/21/2016 W. Norwood Require service saddle with double straps. 2.2,C,9,b
2/14/17 W. Norwood 2.2, C, 9.a.3 Remove table “Fit Contour of pipe…”
2/14/17 W. Norwood 3.4, C, 1.d.(2) Remove nylon sleeve inserts, require cc threads.
33 12 25 - 1
CONNECTION TO EXISTING WATER MAINS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
SECTION 33 12 25
CONNECTION TO EXISTING WATER MAINS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Connection to existing water mains to include, but not limited to:
a.Cutting in a tee for a branch connection
b. Extending from an existing water main
c.Installing a tapping sleeve and valve
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 33 04 40 – Cleaning and Acceptance Testing of Water Mains
4. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill
5. Section 33 05 30 – Location of Existing Utilities
6. Section 33 11 05 – Bolts, Nuts, and Gaskets
7. Section 33 11 10 – Ductile Iron Pipe
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Connection to an existing unpressurized Fort Worth Water Distribution System
Main that does not require the City to take part of the water system out of service
a.Measurement
1) This Item is considered subsidiary to the water pipe being installed.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the unit price bid per linear foot of water pipe
complete in place, and no other compensation will be allowed.
2. Connection to an existing pressurized Fort Worth Water Distribution System Main
that requires a shutdown of some part of the water system
a.Measurement
1) Measurement for this Item shall be per each connection completed.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Connection to Existing
Water Main” installed for:
a)Various sizes of existing water distribution main
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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CONNECTION TO EXISTING WATER MAINS
Page 2 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
c.The price bid shall include all aspects of making the connection including, but
not limited to:
1) Preparing submittals
2) Dewatering
3) Exploratory excavation (as needed)
4) Coordination and notification
5) Remobilization
6) Temporary lighting
7) Polyethylene encasement
8) Make-up pieces
9) Linings
10) Pavement removal
11) Excavation
12) Hauling
13) Disposal of excess material
14) Clean-up
15) Cleaning
16) Disinfection
17) Testing
3. Connection to an existing pressurized Fort Worth Water Distribution System Main
by Tapping Sleeve and Valve:
a.Measurement
1) Measurement for this Item shall be per each connection completed.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Tapping Sleeve and
Valve” installed for:
a)Various sizes of connecting main
b) Various sizes of existing water distribution main
c.The price bid shall include all aspects of making the connection including, but
not limited to:
1) Preparing submittals
2) Dewatering
3) Exploratory excavation (as needed)
4) Coordination and notification
5) Tapping Sleeve and Tapping Valve
6) Remobilization
7) Temporary lighting
8) Polyethylene encasement
9) Make-up pieces
10) Linings
11) Pavement removal
12) Excavation
13) Hauling
14) Disposal of excess material
15) Clean-up
16) Cleaning
17) Disinfection
18) Testing
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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CONNECTION TO EXISTING WATER MAINS
Page 3 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
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. American Society of Mechanical Engineers (ASME):
a.B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250)
3. ASTM International (ASTM):
a.A36, Standard Specification for Carbon Structural Steel.
b. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for
High Temperature or High Pressure Service and Other Special Purpose
Applications
c.A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High
Pressure or High Temperature Service, or Both
d. A242, Standard Specification for High-Strength Low-Alloy Structural Steel.
e.A283, Standard Specification for Low and Intermediate Tensile Strength
Carbon Steel Plates.
f.A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low-
and Intermediate-Tensile Strength.
g.B117, Standard Practice for Operating Salt Spray (Fog) Apparatus.
h. D2000, Standard Classification System for Rubber Products in Automotive
Applications.
4. American Water Works Association (AWWA):
a.C200, Steel Water Pipe - 6 IN and Larger.
b. C207, Steel Pipe Flanges for Waterworks Service – Sizes 4 IN through 144 IN.
c.C213, Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel
Water Pipelines.
d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves.
5. American Water Works Association/American National Standards Institute
(AWWA/ANSI):
a.C105/A21.5, Polyethylene Encasement for Ductile-Iron Pipe Systems.
b. C111/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and
Fittings.
c.C115A21/15, Flanged Ductile-Iron Pipe with Ductile Iron or Gray-Iron
Threaded Flanges.
6. NSF International (NSF):
a.61, Drinking Water System Components – Health Effects.
7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc.
(MSS):
a.SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves.
1.4 ADMINISTRATIVE REQUIREMENTS
A.Pre-installation Meetings
1. Required for any connections to an existing, pressurized 16-inch or larger City
water distribution system main that requires a shutdown of some part of the water
system
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
2. May also be required for connections that involve shutting water service off to
certain critical businesses
3. Schedule a pre-installation meeting a minimum of 3 weeks prior to proposed time
for the work to occur.
4. The meeting shall include the Contractor, City Inspector and City Valve Crew.
5. Review work procedures as submitted and any adjustments made for current field
conditions.
6. Verify that all valves and plugs to be used have adequate thrust restraint or
blocking.
7. Schedule a test shutdown with the City.
8. Schedule the date for the connection to the existing system.
B.Scheduling
1. Schedule work to make all connections to existing 16-inch and larger mains:
a.During the period from November through April, unless otherwise approved by
the City
b. During normal business hours from Monday through Friday, unless otherwise
approved by the City
2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to
planned disruption to the existing water system.
a.In the event that other water system activities do not allow the existing main to
be dewatered at the requested time, schedule work to allow the connection at an
alternate time acceptable to the City.
1) If water main cannot be taken out of service at the originally requested
time, coordination will be required with the City to discuss rescheduling
and compensation for mobilization.
2) No additional payment will be provided if the schedule was altered at the
Contractor’s request.
1.5 SUBMITTALS
A.Submittals shall be in accordance with Section 01 33 00.
B.All submittals shall be approved by the City prior to delivery and/or fabrication for
specials.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A.Product Data, if applicable
1. Tapping Sleeve noting the pressure rating and coating system supplied including:
a.Dimensions, weights, material list, and detailed drawings
b. Maximum torque recommended by the manufacturer for the valve by size
B.Submittals
1. Provide a detailed sequence of work for 16-inch, or larger, connections if required
by City that includes:
a.Results of exploratory excavation
b. Dewatering
c.Procedure for connecting to the existing water main
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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CONNECTION TO EXISTING WATER MAINS
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
d. Time period for completing work from when the water is shut down to when
the main is back in service
e.Testing and repressurization procedures
2. Welders that are assigned to work on connection to concrete cylinder or steel pipe
must be certified and provide Welding Certificates, upon request, in accordance
with AWWA C200.
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
A.Storage and Handling Requirements
1. Protect parts so that no damage or deterioration occurs during a prolonged delay
from the time of shipment until installation is completed.
2. Protect all equipment and parts against any damage during a prolonged period at the
site.
3.Protect the finished surfaces of all exposed flanges using wooden flanges, strongly
built and securely bolted thereto.
4.Protect finished iron or steel surfaces not painted to prevent rust and corrosion.
5.Prevent plastic and similar brittle items from being exposed to direct sunlight and
extremes in temperature.
6. Secure and maintain a location to store the material in accordance with Section 01
66 00.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY
A.Manufacturer Warranty
1.Manufacturer’s warranty shall be in accordance with Division 1.
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS
A.Manufacturers
1.Only the manufacturers as listed by the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B.Description
1. Regulatory Requirements
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
a.Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of
this Specification.
b. All valve components in contact with potable water shall conform to the
requirements of NSF 61.
C.Tapping Sleeve Materials
1.Body
a.Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM
A36 Steel or equal
b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion
applied per AWWA C213.
c.All buried tapping sleeves shall be provided with polyethylene encasement in
accordance with AWWA/ANSI C105/A21.5.
1) Polyethylene encasement shall be in accordance with Section 33 11 10.
2. Flange
a.Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME
B16.1 Class 125.
b.Recessed for tapping valve per MSS SP-60
3. Bolts and Nuts
a.Flanged Ends
1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe
material.
2) Provide bolts and nuts in accordance with Section 33 11 05.
4. Gaskets
a.Provide gaskets in accordance with Section 33 11 05.
5. Test Plug
a.¾-inch NPT carbon steel with square head and fusion bonded epoxy coating
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION
A.Verification of Conditions
1. Verify by exploratory excavation, if needed, that existing water main is as depicted
in the Drawings and that the location is suitable for a connection to the existing
water main.
a.Excavate and backfill trench for the exploratory excavation in accordance with
33 05 10.
2. Verify that all equipment and materials are available on–site prior to the shutdown
of the existing main.
3. Pipe lines shall be completed, tested and authorized for connection to the existing
system in accordance with Section 33 04 40.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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CONNECTION TO EXISTING WATER MAINS
Page 7 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A.General
1. Upon disruption of the existing water main, continue work until the connection is
complete and the existing water main is back in service.
B.Procedure
1. Expose the proposed connection point in accordance with Section 33 05 10.
2. Dewater the existing water line so the chlorinated water is not unlawfully
discharged.
3. Maintain the water that may bleed by existing valves or plugs during installation
within the work area to a reasonable level.
a.Control the water in such a way that it does not interfere with the proper
installation of the connection or create a discharge of chlorinated water.
4. If any discharge of chlorinated water occurs, discharged water shall be de-
chlorinated in accordance with Section 33 04 40
5. Cut and remove existing water main in order to make the connection.
6. Verify that the existing pipe line is suitable for the proposed connection.
7. Place trench foundation and bedding in accordance with 33 05 10.
8. In the event that a tapping sleeve and valve is used, the coupon from the existing
water main shall be submitted to the City.
9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline.
10. Establish thrust restraint as provided for in the Drawings.
11. Clean and disinfect the pipeline associated with the connection in accordance with
Section 33 04 40.
12. Place embedment to the top of the pipe zone.
13. Request that the City Valve Crew re-pressurize the pipeline.
14. Directionally flush the connection in accordance with Section 33 04 40.
15. Request that City Valve Crew open all remaining valves.
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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 12 25 - 8
CONNECTION TO EXISTING WATER MAINS
Page 8 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 6, 2013
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 2.2.C.3 and 4 – Added reference to Section 33 11 05 and removed bolt, nu t and
gasket material specification
2/6/2013 D. Townsend 3.4.B.4 Modified to refer to Section 33 04040
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 20 - 1
POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE
Page 1 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 19, 2013
SECTION 33 31 20
POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Polyvinyl Chloride (PVC) pipe 4-inch through 27-inch for gravity sanitary sewer
applications
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 33 01 30 – Sewer and Manhole Testing
4. Section 33 01 31 – Closed Circuit Television (CCTV) Inspection
5. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill
6. Section 33 05 26 – Utility Markers/Locators
7. Section 33 31 50 – Sanitary Sewer Service Connections and Service Line
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Measurement
a.Measured horizontally along the surface from center line to center line of the
manhole or appurtenance
2. Payment
a.The work performed and materials furnished in accordance with this Item and
measured as provided under “Measurement” will be paid for at the unit price bid
per linear foot of “PVC Pipe” installed for:
1) Various sizes
2) Various Standard Dimension Ratios
3) Various embedments
4) Various depths, for miscellaneous projects only
3. The price bid shall include:
a.Furnishing and installing PVC gravity pipe with joints as specified by the
Drawings
b. Pavement removal
c.Excavation
d. Hauling
e.Disposal of excess material
f.Furnishing, placement and compaction of embedment
g.Furnishing, placement and compaction of backfill
Motel 6 & Studio 6 Water & Sewer
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 19, 2013
h. Trench water stops
i.Clean-up
j.Cleaning
k.Testing
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. American Association of State Highway and Transportation (AASHTO).
3. ASTM International (ASTM):
a.D1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC)
Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds.
b. D2412, Standard Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-Plate Loading.
c.D3034, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC)
Sewer Pipe and Fittings.
d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes
Using Flexible Elastomeric Seals.
e.F679, Standard Specification for Poly (Vinyl Chloride) (PVC) Large-Diameter
Plastic Gravity Sewer Pipe and Fittings.
4. Texas Commission on Environmental Quality (TCEQ):
a.Title 30, Part I, Chapter 217, Subchapter C, Rule 217.53 – Pipe Design.
b. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 – Criteria for Laying
Pipe.
c.Title 30, Part I, Chapter 217, Subchapter C, Rule 217.57 – Testing
Requirements for Installation of Gravity Collection System Pipes.
5. Underwriters Laboratories, Inc. (UL).
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals 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.Product Data
1. Product data sheet
2. Manufacturer
3. Nominal pipe diameter
4. Standard dimension ratio (SDR)
5. Cell classification
6. Laying lengths
B.Certificates
Motel 6 & Studio 6 Water & Sewer
CPN 101726
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 19, 2013
1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of
this Section and has been air and deflection tested and meets the requirements of
ASTM D3034 and ASTM F679.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Qualifications
1. Manufacturers
a.Finished pipe shall be the product of 1 manufacturer for each size per project,
unless otherwise approved by the City.
1) Change orders, specials and field changes may be provided by a different
manufacturer upon City approval.
b. Pipe manufacturing operations shall be performed under the control of the
manufacturer.
c.All pipe furnished shall be in conformance with ASTM D3034 (4-inch through
15-inch) and ASTM F679 (18-inch through 27-inch).
1.10 DELIVERY, STORAGE, AND HANDLING
A.Storage and Handling Requirements
1.Gravity pipe shall be stored and handled in accordance with the manufacturer’s
guidelines.
2. Secure and maintain a location to store the material in accordance with
Section 01 66 00.
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 EQUIPMENT, PRODUCT TYPES AND MATERIALS
A.Manufacturers
1.Only the manufacturers as listed in the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B.Performance / Design Criteria
1. Pipe
a.Meet all requirements of TCEQ.
b. Design in accordance with ASTM D3034 for 4-inch through 15-inch SDR 26
and ASTM F679 for 18-inch through 27-inch 46PS/115PS.
c.PVC Gravity Sanitary Sewer Pipe shall be approved by the UL.
Motel 6 & Studio 6 Water & Sewer
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 19, 2013
d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or
closure pieces necessary to comply with the Drawings.
e.Use green coloring for ground identification as sanitary sewer pipe.
f.PVC meeting the requirements of ASTM D1784, with a cell classification of
12454 or 12364
g.Deflection Design
1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe.
2) Design pipe according to the Modified Iowa Formula as detailed by the
Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the
following parameters:
a)Unit Weight of Fill (w) = 130 pounds per cubic foot
b) Live Load = AASHTO HS 20
c)Trench Depth = 12 feet minimum, or as indicated in Drawings
d) Maximum (E’) = 1,000 max
e)Deflection Lag Factor (DL) = 1.0
f)Bedding Factor constant (K) = 0.1
g)Mean radius of the pipe (r), inches, as indicated in Drawings
h)Marston’s load per unit length (W), pounds per inch, calculate per
Drawings
i)PVC modulus of elasticity (E) = 400,000 psi
j)Moment of inertia of pipe wall per unit length, (I) = t3/12, (in4/in), per
pipe type and size
(1) Where (t) = pipe thickness, inches
k)Maximum Calculated Deflection = 5 percent
h. Pipe Flotation: If the pipe is buried in common saturated soil (about 120 pounds
per cubic foot) with at least 1½ pipe diameters of cover, pipe is generally not
subject to flotation. If shallower, check groundwater flotation potential.
Flotation will occur if:
Fb > Wp + Wf + Wd
Where: Fb = buoyant force, pound per foot
Wp = empty pipe weight, pound per foot
Wf = weight of flooded soil, pound per foot
Wd = weight of dry soil, pound per foot
Values and formulas for the above variables can be obtained from the pipe
manufacturer and site specific soil conditions.
i.Verify trench depths after existing utilities are located.
j.Accommodate vertical alignment changes required because of existing utility or
other conflicts by an appropriate change in pipe design depth.
k.In no case shall pipe be installed deeper than its design allows.
2. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance
with ASTM D2412.
3. Pipe markings
a.Meet the minimum requirements of ASTM D3034 and ASTM F679.
b. Minimum pipe markings shall be as follows:
1)Manufacturer’s Name or Trademark and production record
2) Nominal pipe size
Motel 6 & Studio 6 Water & Sewer
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 19, 2013
3) PVC cell classification
4) ASTM or Standard Dimension Ratio (SDR) designation
5) Seal of testing agency that verified the suitability of the pipe
4. Joints
a.Joints shall be gasket, bell and spigot, push-on type conforming to
ASTM D3212.
b. Since each pipe manufacturer has a different design for push-on joints; gaskets
shall be part of a complete pipe section and purchased as such.
5. Connections
a.Only use manufactured fittings.
b. See Section 33 31 50.
6. Detectable Metallic Tape
a.See Section 33 05 26.
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 INSTALLATION
A.General
1. Install pipe, specials and appurtenances as specified herein, as specified in Section
33 05 10, and in accordance with the pipe manufacturer’s recommendations.
2. Lay pipe to the lines and grades as indicated in the Drawings.
3. Excavate and backfill trenches in accordance with Section 33 05 10.
4. Embed PVC pipe in accordance with Section 33 05 10.
B.Pipe Handling
1. Haul and distribute pipe and fittings at the project site.
2. Handle piping with care to avoid damage.
a.Inspect each joint of pipe and reject or repair any damaged pipe prior to
lowering into the trench.
b. Use only nylon ropes, slings or other lifting devices that will not damage the
surface of the pipe for handling the pipe.
3. At the close of each operating day:
a.Keep the pipe clean and free of debris, dirt, animals and trash – during and after
the laying operation.
b. Effectively seal the open end of the pipe using a gasketed night cap.
C.Pipe Joint Installation
a.Clean dirt and foreign material from the gasketed socket and the spigot end.
Motel 6 & Studio 6 Water & Sewer
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 19, 2013
b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell
end to the reference mark.
c.Install such that identification marking on each joint are oriented upward toward
the trench opening.
d. When making connection to manhole, use an elastomeric seal or flexible boot to
facilitate a seal.
D.Connection Installation
1. See Section 33 31 50.
E.Detectable Metallic Tape Installation
1. See Section 33 05 26.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.Field Tests and Inspections
1. Video Inspection
a.Provide a Post-CCTV inspection in accordance with Section 33 01 31.
2. Air Test and Deflection (Mandrel) Test
a.Perform in accordance with Section 33 01 30.
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
6/18/13 D. Johnson 2.2.B.1.b – Pipe Material Clarification
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 1
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 1 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
SECTION 33 31 50 1
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A.Section Includes:5
1.Sanitary sewer service connection, service line and 2-way cleanout from the main6
to the right-of-way, as shown on the Drawings, directed by the Engineer and7
specified herein for:8
a. New Service9
b.New Service (Bored)10
c.Private Service Relocation11
d.Service Reinstatement12
B.Deviations from this City of Fort Worth Standard Specification13
1.None.14
C.Related Specification Sections include, but are not necessarily limited to:15
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract16
2.Division 1 – General Requirements17
3.Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill18
4.Section 33 11 10 – Ductile Iron Pipe19
5.Section 33 11 11 – Ductile Iron Fittings20
6.Section 33 31 20 – Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe21
1.2 PRICE AND PAYMENT PROCEDURES 22
A.Measurement and Payment [Items in this Section are intended to be combined for23
specific project situations. For example - Items 1, 2 or 3 should be used alone for a24
previously unserviced lot. Items 1, 2 or 3 should be used in conjunction with Item 5 for25
a service relocate where the new service is 5 feet or less from the existing service.26
Items 1 or 2 should be combined with Items 4 and 5 for a service relocate where the27
service is being moved more than 5 feet from the existing service.]28
1.New Sewer Service29
a. Measurement30
1)Measurement for this Item shall be per each “Sewer Service” complete in31
place.32
b.Payment33
1)The work performed and materials furnished in accordance with this Item34
will be paid for at the unit price bid per each “Sewer Service” installed for:35
a)Various sizes36
c.The price bid shall include:37
1)Furnishing and installing New Sanitary Sewer Service Line as specified by38
the Drawings39
2)Pavement removal40
3)Excavation41
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 2
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 2 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
4)Hauling1
5)Disposal of excess material2
6)Tee connection to main3
7)Fittings4
8)2-way cleanout and cap with concrete pad5
9)Surface restoration, excluding grass (seeding, sodding or hydro-mulch paid6
separately)7
10)Furnishing, placing and compaction of embedment8
11)Furnishing, placing and compaction of backfill9
12)Clean-up10
2.New Ductile Iron Sewer Service11
a. Measurement12
1)Measurement for this Item shall be per each Ductile Iron Sewer Service13
complete in place.14
b.Payment15
1)The work performed and materials furnished in accordance with this Item16
will be paid for at the unit price bid per each “DIP Sewer Service” installed17
for:18
a)Various sizes19
c.The price bid shall include:20
1)Furnishing and installing New DIP Sanitary Sewer Service Line as21
specified by the Drawings22
2)Pavement removal23
3)Excavation24
4)Hauling25
5)Disposal of excess material26
6)Tee connection to main27
7)Fittings28
8)2-way cleanout and cap with concrete pad29
9)Surface restoration, excluding grass (seeding, sodding or hydro-mulch paid30
separately)31
10)Furnishing, placing and compaction of embedment32
11)Furnishing, placing and compaction of backfill33
12)Clean-up34
3.New Bored Sewer Service35
a. Measurement36
1)Measurement for this Item shall be per each Bored Sewer Service complete37
in place.38
b.Payment39
1)The work performed and materials furnished in accordance with this Item40
and measured as provided under “Measurement” will be paid for at the unit41
price bid per each “Bored Sewer Service” installed for:42
a)Various sizes43
b)Various materials44
c.The price shall include:45
1)Furnishing and installing New Sanitary Sewer Service Line as specified by46
the Drawings47
2)Pavement removal48
3)Excavation49
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 3
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 3 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
4)Hauling1
5)Disposal of excess material2
6)Tee connection to main3
7)Service Line4
8)Fittings5
9)2-way cleanout and cap with concrete pad6
10)Surface restoration surrounding 2-way cleanout7
11)Furnishing, placing and compaction of embedment and backfill8
12)Clean-up9
4.Private Service Relocation10
a. Measurement11
1)Measured horizontally along the surface from center line to center line of12
the fitting, manhole or appurtenance13
b.Payment14
1)The work performed and the materials furnished in accordance with this15
Item and measured as provided under “Measurement” will be paid for at the16
unit price bid per linear foot for “Private Sewer Service” installed for:17
a)Various sizes18
b)Various materials19
c.The price shall include:20
1)Obtaining appropriate Permit21
2)Obtaining Right of Entry22
3)Performing relocation as specified in the Drawings23
4)Excavation24
5)Hauling25
6)Disposal of excess material26
7)Service Line - private side by plumber27
8)Fittings28
9) Furnishing, placing and compaction of embedment29
10)Furnishing, placing and compaction of backfill30
11)Clean-up – surface restoration, excluding grass (seeding, sodding or hydro-31
mulch paid separately)32
5.Sewer Service Reconnection33
a. Measurement34
1)Measurement for this Item shall be per each “Sewer Service Reconnection”35
complete in place from public service line connection to private service line36
connection.37
b.Payment38
1)The work performed in conjunction with the relocation of a sewer service,39
associated with private service line, fittings and cleanout 5 feet or less in40
any direction from the centerline of the existing service line and the41
materials furnished in accordance with this Item will be paid for at the unit42
price per each “Sewer Service, Reconnection” performed for:43
a)Various service sizes44
c.The price bid shall include:45
1)Private service line46
2)Fittings47
3)Private connection to sewer service48
4)Pavement removal49
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 4
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 4 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
5)Excavation1
6)Hauling2
7)Disposal of excess material3
8)Surface restoration, excluding grass (seeding, sodding or hydro-mulch paid4
separately)5
9) 6
10) 7
11)Clean-up8
6.2-way Cleanout9
a. Measurement10
1)Measurement for this Item shall be per each when only a “2-way Cleanout”11
is installed.12
b.Payment13
1)The work performed and the materials furnished in accordance with this14
Item shall be paid for at the unit price bid per each “2-way Cleanout”15
installed for:16
a)Various sizes17
b)Various materials18
c.The price bid shall include:19
1)Furnishing and installing the 2-way Cleanout and cap as specified in the20
Drawings21
2)Pavement removal22
3)Concrete pad23
4)Surface restoration, excluding grass (seeding, sodding or hydro-mulch paid24
separately)25
5)Hauling26
6)Disposal of excess material27
7)Furnishing, placing and compaction of backfill28
8)Clean-up29
7.Service Reinstatement30
a. Measurement31
1)Measurement for this Item shall be per each Reinstatement of Service32
associated with the sewer main being rehabilitated by a trenchless method.33
b.Payment34
1)The work performed and materials furnished in accordance with this item35
and measured as provided under “Measurement” will be paid for at the unit36
price bid per each “Sewer Service, Reinstatement” for:37
a)Various sizes38
c.The price bid shall include:39
1)Tap to existing main (if required)40
2)Pavement removal41
3)Excavation42
4)Hauling43
5)Disposal of excess material44
6)Tee connection to main45
7)Service line (if required)46
8)Fittings47
9)Furnishing, placing and compaction of embedment and backfill48
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 5
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 5 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
10)Clean-up – surface restoration, excluding grass (seeding, sodding or hydro-1
mulch paid separately)references2
B.Definitions3
1.New Service4
a. New service applies to the installation of a service with connection to a new or5
existing sewer main.6
b.The service materials would include service line, fittings and cleanout.7
2.Bored Service8
a.Bored service applies to the installation of a service with connection to a new or9
existing sewer main including a bore under an existing road.10
b.The service materials would include service line, fittings and cleanout.11
3.Private Service Relocation12
a.Private service relocation applies to the replacement of the existing sewer13
service line on private property typically associated with the relocation of the14
existing main.15
b.Typical main relocation will be from a rear lot easement or alley to the street.16
4.Service Reinstatement17
a.Service reinstatement applies to the reconnection of an existing service to an18
existing main that has been rehabilitated by trenchless methods such as pipe19
enlargement (pipe bursting), slip lining or CIPP.20
C.Reference Standards21
1.Reference standards cited in this Specification refer to the current reference22
standard published at the time of the latest revision date logged at the end of this23
Specification, unless a date is specifically cited.24
2.ASTM International (ASTM):25
a.ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride)26
(PVC) Sewer Pipe and Fittings27
b.ASTM D1785 Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic28
Pipe, Schedules 40, 80 and 120.29
c.ASTM D2321 Standard Practice for Underground Installation of Thermoplastic30
Pipe for Sewers and Other Gravity-Flow Applications31
d.ASTM D2412 Standard Test Method for Determination of External Loading32
Characteristics of Plastic Pipe by Parallel-Plate Loading33
e.ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic34
Pipes Using Flexible Elastomeric Seals35
3.Texas Commission on Environmental Quality36
a.Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 – Criteria for Laying37
Pipe and Rule38
b.Title 30, Part I, Chapter 217, Subchapter C, 217.55 – Manholes and Related39
Structures40
1.3 ADMINISTRATIVE REQUIREMENTS 41
A.Scheduling42
1.Provide advance notice for service interruption to property owner and meet43
requirements of Division 0.44
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 6
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 6 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
1.4 SUBMITTALS 1
A.Submittals shall be in accordance with Section 01 33 00.2
B.All submittals shall be approved by the City prior to delivery.3
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4
A.Product data shall include, if applicable:5
1.Tee connection or saddle6
2.Fittings (including type of cleanout)7
3.Service line8
B. Certificates9
1.Furnish an affidavit certifying that service line and fittings meet the provisions of10
this Section.11
1.6 CLOSEOUT SUBMITTALS [NOT USED] 12
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13
1.8 QUALITY ASSURANCE [NOT USED] 14
1.9 DELIVERY, STORAGE, AND HANDLING 15
A.Storage and Handling Requirements16
1.Gravity pipe shall be stored and handled in accordance with the manufacturer’s17
guidelines.18
2.Protect all parts such that no damage or deterioration will occur during a prolonged19
delay from the time of shipment until installation is completed and the units and20
equipment are ready for operation.21
3.Protect all equipment and parts against any damage during a prolonged period at the22
site.23
4.Prevent plastic and similar brittle items from being directly exposed to sunlight or24
extremes in temperature.25
5.Secure and maintain a location to store the material in accordance with Section 0126
66 00.27
1.10 FIELD [SITE] CONDITIONS [NOT USED] 28
1.11 WARRANTY [NOT USED] 29
PART 2 - PRODUCTS 30
2.1 OWNER-FURNISHED [NOT USED] 31
2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 32
A. Manufacturers33
1.Only the manufacturers as listed on the City’s Standard Products List will be34
considered as shown in Section 01 60 00.35
a.The manufacturer must comply with this Specification and related Sections.36
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 7
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 7 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
2.Any product that is not listed on the Standard Products List is considered a 1
substitution and shall be submitted in accordance with Section 01 25 00. 2
3.The services and appurtenances shall be new and the product of a manufacturer3
regularly engaged in the manufacturing of services and appurtenances having4
similar service and size.5
B.Materials/Design Criteria6
1.Service Line and Fittings (including tee connections)7
a.PVC pipe and fittings on public property shall be in accordance with Section 338
31 20.9
b.PVC pipe and fittings on private property shall be Schedule 40 in accordance10
with ASTM D1785.11
c.Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance12
with Section 33 11 10 and Section 33 11 11.13
2.Service saddle14
a.Service saddles shall only be allowed when connecting a new service to an15
existing sanitary sewer main and shall:16
1)Be a 1-piece prefabricated saddle, either polyethylene or PVC, with17
neoprene gasket for seal against main18
2)Use saddle to fit outside diameter of main19
3)Use saddle with grooves to retain band clamps20
4)Use at least 2 stainless steel band clamps for securing saddles to the main21
b.Inserta tees service connections may not be used.22
3. Cleanout23
a.Cleanout stack material should be in accordance with City Standard Details or24
as shown on Drawings.25
b.For paved areas, provide a cast iron cleanout and cast iron lid.26
c.For unpaved areas, provide PVC cleanout and polyethylene lid.27
4. Coupling28
a.For connections between new PVC pipe stub out and existing service line, use29
rubber sleeve couplings with stainless steel double-band repair sleeves to30
connect to the line.31
2.3 ACCESSORIES [NOT USED] 32
2.4 SOURCE QUALITY CONTROL [NOT USED] 33
PART 3 - EXECUTION [NOT USED] 34
3.1 INSTALLERS 35
A.A licensed plumber is required for installations of the service line on private property.36
3.2 EXAMINATION [NOT USED] 37
3.3 PREPARATION [NOT USED] 38
3.4 INSTALLATION 39
A. General40
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 8
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 8 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
1.Install service line, fittings and cleanout as specified herein, as specified in Section 1
33 05 10 and in accordance with the pipe manufacturer’s recommendations. 2
B.Handling3
1.Haul and distribute service lines, fittings and cleanouts at the project site and handle4
with care to avoid damage.5
a.Inspect each segment of service line and reject or repair any damaged pipe6
prior to lowering into the trench.7
2.Do not handle the pipe in such a way that will damage the pipe.8
C.Service Line9
1.Lay service line at a minimum grade of 2 percent, as shown on City Standard10
details, or at lines and grades as indicated in the Drawings.11
2.If service line is installed by bore as an alternative to open cut, the cost associated12
with open cut installation, such as pavement removal, trenching, embedment and13
backfill and pavement patch will not be included as part of the bore installation.14
3.Excavate and backfill trenches in accordance with 33 05 10.15
4.Embed PVC Pipe in accordance with 33 05 10.16
D.Cleanout17
1.Install out of traffic areas such as driveways, streets and sidewalks whenever18
possible.19
a.When not possible, install cast iron cleanout stack and cap.20
2.Install 2-way cleanout in non-paved areas in accordance with City Standard Details.21
3.Install 2-way cleanout in paved areas in accordance with City Standard Details.22
E.Service line connection to main23
1.New service on new or replacement main24
a.Determine location of service connections before main installation so the25
service fittings can be installed during main installation.26
b.Connect service line to main with a molded or fabricated tee fitting.27
2.Reconnection to main after pipe enlargement28
a.Tapping the existing main and installing a strap on tee connection may be used.29
b.Allow the new main to recover from imposed stretch before tapping and service30
installation.31
1)Follow manufacturer’s recommendation for the length of time needed.32
c.Tap main at 45 degree angle to horizontal when possible.33
1)Avoid tapping the top of main.34
d.Extend service line from main to property line or easement line before35
connecting to the existing service line.36
3.New service on existing main37
a.Connect service line to main with a molded or fabricated tee fitting if possible.38
b.Tapping the existing main and installing a strap on tee connection may be used.39
F. Private Service Relocation40
1.Requirements for the relocation of service line on private property41
a.A licensed plumber must be used to install service line on private property.42
b.Obtain permit from the Development Department for work on private property.43
c.Pay for any inspection or permit fees associated with work on private property.44
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 9
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 9 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
d.Verify (by Exploratory Excavation of Existing Utilities) the elevations at the 1
building cleanout and compare to data on the Drawings before beginning 2
service installation. 3
e.Submit elevation information to the City inspector.4
f.Verify that the 2 percent slope installation requirement can be met.5
1)If the 2 percent slope cannot be met, verify with the Engineer that line may6
be installed at the lesser slope.7
3.5 REPAIR / RESTORATION [NOT USED] 8
3.6 RE-INSTALLATION 9
A.Service Relocation10
1.All relocations that are not installed as designed or fail to meet the City code shall11
be reinstalled at the Contractor’s expense.12
3.7 FIELD QUALITY CONTROL 13
A.Inspections14
1.Private property service line requires approval by the City plumbing inspector15
before final acceptance.16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION [NOT USED] 21
3.13 MAINTENANCE [NOT USED] 22
3.14 ATTACHMENTS [NOT USED] 23
END OF SECTION 24
25
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson
Throughout – Deep Sewer Service was removed
1.2 – Measurement and Payment Items were revised to include relocation and
reconnection; Blue text was added for guidance in applying the bid Items; Price bid
lists revised to include clean-out caps, pads and surface restoration.
2/13/2013 F. Griffin
Added the phrase ‘, including grass’ to lines;
Part 1, 1.2.A.1.c.9, Part1, 1.2.A.2.c.9, Part 1,1.2.A.5.c.8, Part1, 1.2.A.6.c.4
Added the phrase ‘- surface restoration, including grass’ to lines;
Part 1, 1.2.A.4.c.11, Part 1, 1.2.A.7.10
Removed the phrase ‘surrounding 2-way cleanout’ from lines;
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 31 50 - 10
SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE
Page 10 of 10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 26, 2013
Part 1, 1.2.A.1.c.9, Part 1, 1.2.A.2.c.9, Part 1, 1.2.A.6.c.4
4/26/2013 F. Griffin
Revised lines with ‘including grass’ replacing with ‘excluding grass (seeding,
sodding or hydromulching paid separately)’
Included in Part 1, 1.2, A, 1, c, 9; Part 1, 1.2, A, 2, c, 9; Part 1, 1.2, A, 4, c, 11; Part 1,
1.2, A, 5, c, 8; Part 1, 1.2, A, 6, c, 4; Part 1, 1.2, A, 7, c, 10
1
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 10 - 1
CAST-IN-PLACE CONCRETE MANHOLE
Page 1 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 33 39 10
CAST-IN-PLACE CONCRETE MANHOLE
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Sanitary Sewer Cast-in-Place Concrete Manholes
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 03 30 00 – Cast-In -Place Concrete
4. Section 03 80 00 – Modifications to Existing Concrete Structures
5. Section 33 01 30 – Sewer and Manhole Testing
6. Section 33 05 13 – Frame, Cover, and Grade Rings
7. Section 33 39 60 – Epoxy Liners for Sanitary Sewer Structures
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Manhole
a.Measurement
1) Measurement for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Manhole” installed for:
a)Various sizes
b) Various types
c.The price bid will include:
1) Manhole structure complete in place
2) Excavation
3) Forms
4) Concrete
5) Backfill
6) Foundation
7) Drop pipe
8) Stubs
9) Frame
10) Cover
11) Grade rings
12) Pipe connections
13) Pavement removal
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 10 - 2
CAST-IN-PLACE CONCRETE MANHOLE
Page 2 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
14) Hauling
15) Disposal of excess material
16) Placement and compaction of backfill
17) Clean-up
2. Extra Depth Manhole
a.Measurement
1) Measurement for added depth beyond 6 feet will be per vertical foot,
measured to the nearest 1/10 foot.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item and measured as provided under “Measurement” will be paid for at the
unit price bid per vertical foot for “Extra Depth Manhole” specified for:
a)Various sizes
c.The price bid will include:
1) Manhole structure complete in place
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Foundation
8) Drop pipe
9) Stubs
10) Frame
11) Cover
12) Grade rings
13) Pipe connections
14) Pavement removal
15) Hauling
16) Disposal of excess material
17) Placement and compaction of backfill
18) Clean-up
3. Sanitary Sewer Junction Structure
a.Measurement
1) Measurement for this Item will be per each Sewer Junction Structure being
installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” shall be paid for at the
lump sum bid per each “Sewer Junction Structure” location.
c.Price bid will include:
1) Junction Structure complete in place
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Foundation
8) Drop pipe
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 10 - 3
CAST-IN-PLACE CONCRETE MANHOLE
Page 3 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
9) Stubs
10) Frame
11) Cover
12) Grade rings
13) Pipe connections
14) Pavement removal
15) Hauling
16) Disposal of excess material
17) Placement and compaction of backfill
18) Clean-up
1.3 REFERENCES
A.Definitions
1. Manhole Type
a.Standard Manhole (See City Standard Details)
1) Greater than 4 feet deep up to 6 feet deep
b. Standard Drop Manhole (See City Standard Details)
1) Same as Standard Manhole with external drop connection (s)
c.Type “A” Manhole (See City Standard Details)
1) Manhole set on a reinforced concrete block placed around 39-inch and
larger sewer pipe
d. Shallow Manhole (See City Standard Details)
1) Less than 4 feet deep with formed invert for sewer pipe diameters smaller
than 39-inch
2. Manhole Size
a.4 foot diameter
1) Used with pipe ranging from 8-inch to 15-inch
b. 5 foot diameter
1) Used with pipe ranging from 18-inch to 36-inch
c.See specific manhole design on Drawings for pipes larger than 36-inch.
B.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. ASTM International (ASTM):
a.D4258, Standard Practice for Surface Cleaning Concrete for Coating.
b. D4259, Standard Practice for Abrading Concrete.
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals 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.Product Data
1. Drop connection materials
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 10 - 4
CAST-IN-PLACE CONCRETE MANHOLE
Page 4 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2. Pipe connections at manhole walls
3. Stubs and stub plugs
4. Admixtures
5. Concrete Mix Design
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
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
A.Manufacturers
1.Only the manufacturers as listed on the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B.Materials
1. Concrete – Conform to Section 03 30 00.
2. Reinforcing Steel – Conform to Section 03 21 00.
3. Frame and Cover – Conform to Section 33 05 13.
4. Grade Ring – Conform to Section 33 05 13.
5. Pipe Connections
a.Pipe connections can be premolded pipe adapter, flexible locked-in boot
adapter, or integrally cast gasket channel and gasket.
6. Interior Coating or Liner – Conform to Section 33 39 60, if required.
7. Exterior Coating
a.Use Coal Tar Bitumastic for below grade damp proofing.
b. Dry film thickness shall be no less than12 mils and no greater than 30 mils.
c.Solids content is 68 percent by volume ± 2 percent.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 10 - 5
CAST-IN-PLACE CONCRETE MANHOLE
Page 5 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION
A.Evaluation and Assessment
1. Verify lines and grades are in accordance to the Drawings.
3.3 PREPARATION
A.Foundation Preparation
1. Excavate 8 inches below manhole foundation.
2. Replace excavated soil with course aggregate, creating a stable base for the
manhole construction.
a.If soil conditions or ground water prevent use of course aggregate base a 2-inch
mud slab may be substituted.
3.4 INSTALLATION
A.Manhole
1. Construct manhole to dimensions shown on Drawings.
2. Cast manhole foundation and wall monolithically.
a.A cold joint with water stop is allowed when the manhole depth exceeds 12
feet.
b. No other joints are allowed unless shown on Drawings.
3. Place, finish and cure concrete according to Section 03 30 00.
a.Manholes must cure 3 days before backfilling around structure.
B.Pipe connection at Manhole
1. Do not construct joints of sewer pipe within wall sections of manhole.
C.Invert
1. Construct invert channels to provide a smooth waterway with no disruption of flow
at pipe-manhole connections.
2. For direction changes of mains, construct channels tangent to mains with maximum
possible radius of curvature.
a.Provide curves for side inlets.
3. Sewer pipe may be laid through the manhole and the top ½ of the pipe removed to
facilitate manhole construction.
4. For all standard manholes provide full depth invert.
5. For example, if 8-inch pipe is connected to manhole, construct the invert to full 8
inches in depth.
D.Drop Manhole Connection
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 10 - 6
CAST-IN-PLACE CONCRETE MANHOLE
Page 6 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1. Install drop connection when sewer line enters manhole higher than 24 inches
above the invert.
E.Final Rim Elevation
1. Install concrete grade rings for height adjustment.
a.Construct grade ring on load bearing shoulder of manhole.
b. Use sealant between rings as shown on Drawings.
2. Set frame on top of manhole or grade rings using continuous water sealant.
3. Remove debris, stones and dirt to ensure a watertight seal.
4. Do not use steel shims, wood, stones or other unspecified material to obtain the
final surface elevation of the manhole frame.
F.Internal coating
1. Internal coating application will conform to Section 33 39 60, if required by
Drawings.
G.External coating
1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of
the coating.
2. Cure for 3 days before backfilling around structure.
3. Coat the same date the forms are removed.
4. Prepare surface in accordance with ASTM D4258 and ASTM D4259.
5.Application will follow manufacturer’s recommendation.
H.Modifications and Pipe Penetrations
1. Conform to Section 03 80 00.
I.Junction Structures
1. All structures shall be installed as specified in Drawings.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
A.Field Tests and Inspections
1. Perform vacuum test in accordance with Section 33 01 30.
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]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 10 - 7
CAST-IN-PLACE CONCRETE MANHOLE
Page 7 of 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.2.A.1.c. – reinforcing steel removed from items to be included in price bid
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 20 - 1
PRECAST CONCRETE MANHOLE
Page 1 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
SECTION 33 39 20
PRECAST CONCRETE MANHOLE
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Sanitary Sewer, Water Appurtenance, or Reclaimed Water Appurtenance Precast
Concrete Manholes
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 03 30 00 – Cast-in-Place Concrete
4. Section 03 80 00 – Modifications to Existing Concrete Structures
5. Section 33 01 30 – Sewer and Manhole Testing
6. Section 33 05 13 – Frame, Cover, and Grade Rings
7. Section 33 39 60 – Epoxy Liners for Sanitary Sewer Structures
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Manhole
a.Measurement
1) Measurement for this Item shall be per each concrete manhole installed.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each “Manhole” installed for:
a)Various sizes
b) Various types
c.The price bid will include:
1) Manhole structure complete in place
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Foundation
8) Drop pipe
9) Stubs
10) Frame
11) Cover
12) Grade rings
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 20 - 2
PRECAST CONCRETE MANHOLE
Page 2 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
13) Pipe connections
14) Pavement removal
15) Hauling
16) Disposal of excess material
17) Placement and compaction of backfill
18) Clean-up
2. Extra Depth Manhole
a.Measurement
1) Measurement for added depth beyond 6 feet will be per vertical foot,
measured to the nearest 1/10 foot.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per vertical foot for “Extra Depth Manhole” specified for:
a)Various sizes
c.The price bid will include:
1) Manhole structure complete in place
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Foundation
8) Drop pipe
9) Stubs
10) Frame
11) Cover
12) Grade rings
13) Pipe connections
14) Pavement removal
15) Hauling
16) Disposal of excess material
17) Placement and compaction of backfill
18) Clean-up
1.3 REFERENCES
A.Definitions
1. Manhole Type
a.Standard Manhole (See City Standard Details)
1) Greater than 4 feet deep up to 6 feet deep
b. Standard Drop Manhole (See City Standard Details)
1) Same as Standard Manhole with external drop connection(s)
c.Type “A” Manhole (See City Standard Details)
1) Manhole set on a reinforced concrete block placed around 39-inch and
larger sewer pipe.
d. Shallow Manhole (See City Standard Details)
1) Less than four 4 deep with formed invert for sewer pipe diameters smaller
than 39-inch
2. Manhole Size
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 20 - 3
PRECAST CONCRETE MANHOLE
Page 3 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a.4 foot diameter
1) Used with pipe ranging from 8-inch to 15-inch
b. 5 foot diameter
1) Used with pipe ranging from 18-inch to 36-inch
2) See specific manhole design on Drawings for pipes larger than 36-inch.
B.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. ASTM International (ASTM):
a.C443, Standard Specification for Joint for Concrete Pipe and Manholes, Using
Rubber Gaskets
b. C478, Standard Specification for Precast Reinforced Concrete Manhole
Sections.
c.C923, Standard Specification for Resilient Connectors Between Reinforced
Concrete Manholes Structures, Pipes, and Laterals.
d. D1187, Standard Specification for Asphalt-Base Emulsion for Use as Protective
Coatings for Metal
e.D1227, Standard Specification for Emulsified Asphalt Used as a Protective
Coating for Roofing
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals 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.Product Data
1. Precast Concrete Manhole
2. Drop connection materials
3. Pipe connections at manhole walls
4. Stubs and stub plugs
5. Admixtures
6. Concrete Mix Design
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
A.Manufacturer Warranty
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 20 - 4
PRECAST CONCRETE MANHOLE
Page 4 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
1.Manufacturer’s Warranty shall be in accordance with Division 1.
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A.Manufacturers
1.Only the manufacturers as listed on the City’s Standard Products List will be
considered as shown in Section 01 60 00.
a.The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B.Materials
1. Precast Reinforced Concrete Sections – Conform to ASTM C478.
2. Precast Joints
a.Provide gasketed joints in accordance with ASTM C443.
b. Minimize number of segments.
c.Use long joints at the bottom and shorter joints toward the top.
d.Include manufacturer’s stamp on each section.
3. Lifting Devices
a.Manhole sections and cones may be furnished with lift lugs or lift holes.
1) If lift lugs are provided, place 180 degrees apart.
2) If lift holes are provided, place 180 degrees apart and grout during manhole
installation.
4. Frame and Cover – Conform to Section 33 05 13.
5. Grade Ring – Conform to Section 33 05 13 and ASTM C478.
6. Pipe Connections
a.Utilize either an integrally cast embedded pipe connector or a boot-type
connector installed in a circular block out opening conforming to ASTM C923.
7. Steps
a.No steps are allowed.
8. Interior Coating or Liner – Conform to Section 33 39 60.
9. Exterior Coating
a.Coat with non-fibered asphaltic emulsion in accordance with ASTM D1187
Type I and ASTM D1227 Type III Class I.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 20 - 5
PRECAST CONCRETE MANHOLE
Page 5 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION
A.Evaluation and Assessment
1. Verify lines and grades are in accordance to the Drawings.
3.3 PREPARATION
A.Foundation Preparation
1. Excavate 8 inches below manhole foundation.
2. Replace excavated soil with course aggregate; creating a stable base for manhole
construction.
a.If soil conditions or ground water prevent use of course aggregate base a 2-inch
mud slab may be substituted.
3.4 INSTALLATION
A.Manhole
1. Construct manhole to dimensions shown on Drawings.
2. Precast Sections
a.Provide bell-and-spigot design incorporating a premolded joint sealing
compound for wastewater use.
b. Clean bell spigot and gaskets, lubricate and join.
c.Minimize number of segments.
d. Use long joints used at the bottom and shorter joints toward the top.
B.Invert
1. Construct invert channels to provide a smooth waterway with no disruption of flow
at pipe-manhole connections.
2. For direction changes of mains, construct channels tangent to mains with maximum
possible radius of curvature.
a.Provide curves for side inlets.
3. For all standard manholes provide full depth invert.
4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8
inches in depth.
C.Drop Manhole Connection
1. Install drop connection when sewer line enters manhole higher than 24 inches
above the invert.
D.Final Rim Elevation
1. Install concrete grade rings for height adjustment.
a.Construct grade ring on load bearing shoulder of manhole.
b. Use sealant between rings as shown on Drawings.
2. Set frame on top of manhole or grade rings using continuous water sealant.
3. Remove debris, stones and dirt to ensure a watertight seal.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 20 - 6
PRECAST CONCRETE MANHOLE
Page 6 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
4. Do not use steel shims, wood, stones or other unspecified material to obtain the
final surface elevation of the manhole frame.
E.Internal coating
1. Internal coating application will conform to Section 33 39 60, if required by
Drawings.
F.External coating
1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of
the coating.
2. Cure manhole for 3 days before backfilling around the structure.
3. Application will follow manufacturer’s recommendation.
G.Modifications and Pipe Penetrations
1. Conform to Section 03 80 00.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
A.Field Tests and Inspections
1. Perform vacuum test in accordance with Section 33 01 30.
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
12/20/2012 D. Johnson
1.1.A.1 – Modified to include precast manholes for water and reclaimed water
applications
1.3.B.2 – Modified to include ASTM C443, D1187 and D1227 as references
2.2.B.1-3 – Modified in accordance with new ASTM references
2.2.B.10 – Modified in accordance with new ASTM references
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 60 - 1
EPOXY LINERS FOR SANITARY SEWER STRUCTURES
Page 1 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Motel 6 & Studio 6 Water & Sewer
CPN 101726
Revised December 20, 2012
SECTION 33 39 60
EPOXY LINERS FOR SANITARY SEWER STRUCTURES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Application of a high-build epoxy coating system to concrete utility structures such
as manholes, lift station wet wells, junction boxes or other concrete facilities that
may need protection from corrosive materials
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 33 01 30 – Sewer and Manhole Testing
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Manholes
a.Measurement
1) Measurement for this Item shall be per vertical foot of coating as measured
from the bottom of the frame to the top of the bench.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price bid per vertical foot of “Epoxy Manhole Liner” applied.
c.The price bid shall include:
1) Furnishing and installing Liner as specified by the Drawings
2) Hauling
3) Disposal of excess material
4) Clean-up
5) Cleaning
6) Testing
2. Non-Manhole Structures
a.Measurement
1) Measurement for this Item shall be per square foot of area where the
coating is applied.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” shall be paid for at the
unit price bid per square foot of “Epoxy Structure Liner” applied.
c.The price bid shall include:
1) Furnishing and installing Liner as specified by the Drawings
33 39 60 - 2
EPOXY LINERS FOR SANITARY SEWER STRUCTURES
Page 2 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2) Hauling
3) Disposal of excess material
4) Clean-up
5) Cleaning
6) Testing
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. ASTM International (ASTM):
a.D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical
Reagents.
b. D638, Standard Test Method for Tensile Properties of Plastics.
c.D695, Standard Test Method for Compressive Properties of Rigid Plastics.
d. D790, Standard Test Methods for Flexural Properties of Unreinforced and
Reinforced Plastics and Electrical Insulating Materials.
e.D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by
the Taber Abraser.
f.D4414, Standard Practice for Measurement of Wet Film Thickness by Notch
Gages.
g.D4541, Standard Test Method for Pull-off Strength of Coatings Using Portable
Adhesion Testers.
3. Environmental Protection Agency (EPA).
4. NACE International (NACE).
5. Occupational Safety and Health Administration (OSHA).
6. Resource Conservation and Recovery Act, (RCRA).
7. The Society for Protective Coatings/NACE International (SSPC/NACE):
a.sp 13/NACE No. 6, Surface Preparation of Concrete.
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A.Submittals 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.Product Data
1. Technical data sheet on each product used
2. Material Safety Data Sheet (MSDS) for each product used
3. Copies of independent testing performed on the coating product indicating the
product meets the requirements as specified herein
4. Technical data sheet and project specific data for repair materials to be topcoated
with the coating product including application, cure time and surface preparation
procedures
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 60 - 3
EPOXY LINERS FOR SANITARY SEWER STRUCTURES
Page 3 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
B.Contractor Data
1.Current documentation from coating product manufacturer certifying Contractor’s
training and equipment complies with the Quality Assurance requirements specified
herein
2. 5 recent references of Contractor indicating successful application of coating
product(s) of the same material type as specified herein, applied by spray
application within the municipal wastewater environment
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.Qualifications
1. Contractor
a.Be trained by, or have training approved and certified by, the coating product
manufacturer for the handling, mixing, application and inspection of the coating
product(s) to be used as specified herein
b. Initiate and enforce quality control procedures consistent with the coating
product(s) manufacturer recommendations and applicable NACE or SSPC
standards as referenced herein
1.10 DELIVERY, STORAGE, AND HANDLING
A.Keep materials dry, protected from weather and stored under cover.
B.Store coating materials between 50 degrees F and 90 degrees F.
C.Do not store near flame, heat or strong oxidants.
D.Handle coating materials according to their material safety data sheets.
1.11 FIELD [SITE] CONDITIONS
A.Provide confined space entry, flow diversion and/or bypass plans as necessary to
perform the specified work.
1.12 WARRANTY
A.Contractor Warranty
1.Contractor’s Warranty shall be in accordance with Division 0.
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
A.Repair and Resurfacing Products
1. Compatible with the specified coating product(s) in order to bond effectively, thus
forming a composite system
2. Used and applied in accordance with the manufacturer’s recommendations
3. The repair and resurfacing products must meet the following:
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 60 - 4
EPOXY LINERS FOR SANITARY SEWER STRUCTURES
Page 4 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
a.100 percent solids, solvent-free epoxy grout specifically formulated for epoxy
topcoating compatibility
b. Factory blended, rapid setting, high early strength, fiber reinforced, non-shrink
repair mortar that can be toweled or pneumatically spray applied and
specifically formulated to be suitable for topcoating with the specified coating
product used
B.Coating Product
1. Capable of being installed and curing properly within a manhole or concrete utility
environment
2. Resistant to all forms of chemical or bacteriological attack found in municipal
sanitary sewer systems; and, capable of adhering to typical manhole structure
substrates
3. The 100 percent solids, solvent-free ultra high-build epoxy system shall exhibit the
following characteristics:
a.Application Temperature – 50 degrees F, minimum
b. Thickness – 125 mils minimum
c.Color – White, Light Blue, or Beige
d. Compressive Strength (per ASTM D695) – 8,800 psi minimum
e.Tensile Strength (per ASTM D638) – 7,500 psi minimum
f.Hardness, Shore D (per ASTM D4541) – 70 minimum
g.Abrasion Resistance (per ASTM D4060 CS 17F Wheel) – 80 mg loss
maximum
h. Flexural Modulus (per ASTM D790) – 400,000 psi minimum
i.Flexural Strength (per ASTM D790) – 12,000 psi minimum
j.Adhesion to Concrete, mode of failure (ASTM D4541): Substrate (concrete)
failure
k.Chemical Resistance (ASTM D543/G20) all types of service for:
1) Municipal sanitary sewer environment
2) Sulfuric acid, 30 percent
3) Sodium hydroxide, 5 percent
C.Coating Application Equipment
1. Manufacturer approved heated plural component spray equipment
2. Hard to reach areas, primer application and touch-up may be performed using hand
tools.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL
1. Testing
a.Take wet film thickness gauge per ASTM D4414 at 3 locations within the
manhole, 2 spaced equally apart along the wall and 1 on the bench.
1) Document and attest measurements and provide to the City.
b. After coating has set, repair all visible pinholes by lightly abrading the surface
and brushing the lining material over the area.
c.Repair all blisters and evidence of uneven cover according to the
manufacturer’s recommendations.
d. Test manhole for final acceptance according to Section 33 01 30.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 60 - 5
EPOXY LINERS FOR SANITARY SEWER STRUCTURES
Page 5 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
PART 3 - EXECUTION
3.1 INSTALLERS
A.All installers shall be certified applicators approved by the manufacturers.
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION
A.Manhole Preparation
1. Stop active flows via damming, plugging or diverting as required to ensure all
liquids are maintained below or away from the surfaces to be coated.
2. Maintain temperature of the surface to be coated between 40 and 120 degrees F.
3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat
source.
a.Where varying surface temperatures do exist, coating installation should be
scheduled when the temperature is falling versus rising.
B.Surface Preparation
1. Remove oils, grease, incompatible existing coatings, waxes, form release, curing
compounds, efflorescence, sealers, salts or other contaminants which may affect the
performance and adhesion of the coating to the substrate.
2. Remove concrete and/or mortar damaged by corrosion, chemical attack or other
means of degradation so that only sound substrate remains.
3. Surface preparation method, or combination of methods, that may be used include
high pressure water cleaning, high pressure water jetting, abrasive blasting,
shotblasting, grinding, scarifying, detergent water cleaning, hot water blasting and
others as described in SSPC SP 13/NACE No. 6.
4. All methods used shall be performed in a manner that provides a uniform, sound,
clean, neutralized, surface suitable for the specified coating product.
3.4 INSTALLATION
A.General
1. Perform coating after the sewer line replacement/repairs, grade adjustments and
grouting are complete.
2. Perform application procedures per recommendations of the coating product
manufacturer, including environmental controls, product handling, mixing and
application.
B.Temperature
1. Only perform application if surface temperature is between 40 and 120 degrees F.
2. Make no application if freezing is expected to occur inside the manhole within 24
hours after application.
C.Coating
1. Spray apply per manufacturer’s recommendation at a minimum film thickness of
125 mils.
2. Apply coating from bottom of manhole frame to the bench/trough, including the
bench/trough.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
33 39 60 - 6
EPOXY LINERS FOR SANITARY SEWER STRUCTURES
Page 6 of 6
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
3. After walls are coated, remove bench covers and spray bench/trough to at least the
same thickness as the walls.
4.Apply any topcoat or additional coats within the product’s recoat window.
a.Additional surface preparation is required if the recoat window is exceeded.
5. Allow a minimum of 3 hours of cure time or be set hard to touch before reactivating
flow.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.Each structure will be visually inspected by the City the same day following the
application.
B.The inspector will check for deficiencies, pinholes and thin spots.
C.If leaks are detected they will be chipped back, plugged and coated immediately with
protective epoxy resin coating.
1. Make repair 24 hours after leak detection.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A.Upon final completion of the work, the manufacturer will provide a written certification
of proper application to the City.
B.The certification will confirm that the deficient areas were repaired in accordance with
the procedure set forth in this Specification.
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
Motel 6 & Studio 6 Water & Sewer
CPN 101726
34 71 13 - 1
TRAFFIC CONTROL
Page 1 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 22, 2013
SECTION 34 71 13
TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Installation of Traffic Control Devices
a.Measurement
1) Measurement for Traffic Control Devices shall be per month for the Project
duration.
a)A month is defined as 30 calendar days.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” shall be paid for at the
unit price bid for “Traffic Control”.
c.The price bid shall include:
1) Traffic Control implementation
2) Installation
3) Maintenance
4) Adjustments
5) Replacements
6) Removal
7) Police assistance during peak hours
2. Portable Message Signs
a.Measurement
1)Measurement for this Item shall be per week for the duration of use.
b. Payment
1) The work performed and materials furnished in accordance to this Item and
measured as provided under “Measurement” shall be paid for at the unit
price bid per week for “Portable Message Sign” rental.
c.The price bid shall include:
1) Delivery of Portable Message Sign to Site
2) Message updating
3) Sign movement throughout construction
4) Return of the Portable Message Sign post-construction
Motel 6 & Studio 6 Water & Sewer
CPN 101726
34 71 13 - 2
TRAFFIC CONTROL
Page 2 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 22, 2013
3. Preparation of Traffic Control Plan Details
a.Measurement
1)Measurement for this Item be per each Traffic Control Detail prepared.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each “Traffic Control Detail”
prepared.
c.The price bid shall include:
1) Preparing the Traffic Control Plan Details for closures of 24 hours or
longer
2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
(TMUTCD)
3) Obtaining the signature and seal of a licensed Texas Professional Engineer
4) Incorporation of City comments
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).
3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
Transportation, Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges.
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to
implementing Traffic Control within 500 feet of a traffic signal.
B.Sequencing
1. Any deviations to the Traffic Control Plan included in the Drawings must be first
approved by the City and design Engineer before implementation.
1.5 SUBMITTALS
A.Provide the City with a current list of qualified flaggers before beginning flagging
activities. Use only flaggers on the qualified list.
B.Obtain a Street Use Permit from the Street Management Section of the Traffic
Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the
Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
C.Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
Engineer.
D.Contractor shall prepare Traffic Control Plans if required by the Drawings or
Specifications. The Contractor will be responsible for having a licensed Texas
Professional Engineer sign and seal the Traffic Control Plan sheets.
E.Lane closures 24 hours or longer shall require a site-specific traffic control plan.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
34 71 13 - 3
TRAFFIC CONTROL
Page 3 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 22, 2013
F.Contractor responsible for having a licensed Texas Professional Engineer sign and seal
changes to the Traffic Control Plan(s) developed by the Design Engineer.
G.Design Engineer will furnish standard details for Traffic Control.
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
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 ASSEMBLIES AND MATERIALS
A.Description
1. Regulatory Requirements
a.Provide Traffic Control Devices that conform to details shown on the
Drawings, the TMUTCD, and TxDOT’s Compliant Work Zone Traffic Control
Device List (CWZTCDL).
2. Materials
a.Traffic Control Devices must meet all reflectivity requirements included in the
TMUTCD and TxDOT Specifications – Item 502 at all times during
construction.
b. Electronic message boards shall be provided in accordance with the TMUTCD.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 EXAMINATION [NOT USED]
3.2 PREPARATION
A.Protection of In-Place Conditions
1. Protect existing traffic signal equipment.
3.3 INSTALLATION
A.Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on
the Drawings and as directed.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
34 71 13 - 4
TRAFFIC CONTROL
Page 4 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 22, 2013
B.Install Traffic Control Devices straight and plumb.
C.Do not make changes to the location of any device or implement any other changes to
the Traffic Control Plan without the approval of the Engineer.
1. Minor adjustments to meet field constructability and visibility are allowed.
D.Maintain Traffic Control Devices by taking corrective action as soon as possible.
1. Corrective action includes but is not limited to cleaning, replacing, straightening,
covering, or removing Devices.
2. Maintain the Devices such that they are properly positioned, spaced, and legible,
and that retroreflective characteristics meet requirements during darkness and rain.
E.If the Inspector discovers that the Contractor has failed to comply with applicable federal
and state laws (by failing to furnish the necessary flagmen, warning devices, barricades,
lights, signs, or other precautionary measures for the protection of persons or property), the
Inspector may order such additional precautionary measures be taken to protect persons
and property.
F.Subject to the approval of the Inspector, portions of this Project, which are not affected by
or in conflict with the proposed method of handling traffic or utility adjustments, can be
constructed during any phase.
G.Barricades and signs shall be placed in such a manner as to not interfere with the sight
distance of drivers entering the highway from driveways or side streets.
H.To facilitate shifting, barricades and signs used in lane closures or traffic staging may
be erected and mounted on portable supports.
1. The support design is subject to the approval of the Engineer.
I.Lane closures shall be in accordance with the approved Traffic Control Plans.
J.If at any time the existing traffic signals become inoperable as a result of construction
operations, the Contractor shall provide portable stop signs with 2 orange flags, as
approved by the Engineer, to be used for Traffic Control.
K.Contractor shall make arrangements for police assistance to direct traffic if traffic signal
turn-ons, street light pole installation, or other construction will be done during peak traffic
times (AM: 7 am – 9 am, PM: 4 pm - 6 pm).
L.Flaggers
1. Provide a Contractor representative who has been certified as a flagging instructor
through courses offered by the Texas Engineering Extension Service, the American
Traffic Safety Services Association, the National Safety Council, or other approved
organizations.
a.Provide the certificate indicating course completion when requested.
b. This representative is responsible for training and assuring that all flaggers are
qualified to perform flagging duties.
2. A qualified flagger must be independently certified by 1 of the organizations listed
above or trained by the Contractor’s certified flagging instructor.
3. Flaggers must be courteous and able to effectively communicate with the public.
4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
and follow the flagging procedures set forth in the TMUTCD.
Motel 6 & Studio 6 Water & Sewer
CPN 101726
34 71 13 - 5
TRAFFIC CONTROL
Page 5 of 5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 22, 2013
5. Provide and maintain flaggers at such points and for such periods of time as may be
required to provide for the safety and convenience of public travel and Contractor’s
personnel, and as shown on the Drawings or as directed by the Engineer.
a.These flaggers shall be located at each end of the lane closure.
M.Removal
1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
and other Traffic Control Devices used for work-zone traffic handling in a timely
manner, unless otherwise shown on the Drawings.
3.4 REPAIR / RESTORATION [NOT USED]
3.5 RE-INSTALLATION [NOT USED]
3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.7 SYSTEM STARTUP [NOT USED]
3.8 ADJUSTING [NOT USED]
3.9 CLEANING [NOT USED]
3.10 CLOSEOUT ACTIVITIES [NOT USED]
3.11 PROTECTION [NOT USED]
3.12 MAINTENANCE [NOT USED]
3.13 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required
Motel 6 & Studio 6 Water & Sewer
CPN 101726
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Motel 6 & Studio 6 Water and Sewer
CPN 101726
APPENDIX
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
Geotechnical Report
GC-4.04 Underground Facilities
Stormwater Facility Agreement
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
TXDOT Water Permit
TXDOT Stormwater Permit
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Motel 6 & Studio 6 Water and Sewer
CPN 101726
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Motel 6 & Studio 6 Water and Sewer
CPN 101726
GC-4.02 Subsurface and Physical
THIS PAGE LEFT INTENTIONALLY BLANK
2712 Satsuma Drive, Suite 400 Dallas, Texas 75229 972.488.3500 (P) e-mail: geti@sbcglobal.net
GEOTECHNICAL INVESTIGATION
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
PROJECT NO. 16-DG8420
Prepared for:
A & M HOTELS, LLC
Irving, Texas
Prepared by:
GEOSCIENCE
ENGINEERING & TESTING, INC.
Dallas, Texas
December, 2016
Ge,Q$cien.w
0M
Project No. 16-DG8420
December 14, 2016
A & M Hotels, LLC
7701 Las Colinas Ridge, Suite 250
Irving, Texas 75063
Attn: Mr. John Watson
Geote c h n i co I Investigation
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
This report presents the results of the geotechnical investigation performed at the site of the
referenced project located in Fort Worth, Texas. Our engineering analyses as well as the results of
our field and laboratory investigations are included in this study.
Our Construction Materials Testing Division can provide the materials testing services that will be
required during the construction phase of this project. We will be pleased to discuss a scope of
work and submit a proposal for these services upon request
We appreciate the opportunity to be of assistance on this project. Please feel free to contact us
if you have any questions or if we can be of further service.
Respectfully,
Geoscience Engineering & Testing, Inc.
Firm Reg # F-11285, DBE # IMDB51637V121, HUB # 113422734310
Shokoofeh
Project Manager
_ 1
Syed S, Afsor, P.E
Vice President
E.I.T,
Jy
2712 Satsuma Drive, Suite 400 *Dallas,
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Texas 75211*., ft�8&3500 (P) #e-mail: geti@�sbcgtohal.net
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc.
CONTENTS Page
INTRODUCTION
Project Description .................................................................................................................. 1
Site Description ......................................................................................................................... 1
Purposes and Scope of Work ................................................................................................ 1
Report Format ......................................................................................................................... 1
FIELD INVESTIGATION............................................................................................................................. 2
LABORATORY TESTING ......................................................................................................................... 2
Review ....................................................................................................................................... 3
GENERAL SUBSURFACE CONDITIONS
Stratigraphy .............................................................................................................................. 3
Fill Condition & Improvement ................................................................................................ 4
Subsurface Water Conditions................................................................................................ 5
ANALYSIS AND RECOMMENDATIONS
Construction Consultation and Monitoring ......................................................................... 5
Soil Movement .......................................................................................................................... 6
FOUNDATION TYPE
A. Pier Type Foundation System ............................................................................................. 6
Soil Induced Uplift Loads ................................................................................................. 7
Pier Installation .................................................................................................................. 7
Grade Beams ................................................................................................................... 7
Floor Systems ..................................................................................................................... 8
i). Suspended Floor System .......................................................................................... 8
ii). Ground Supported Slab .......................................................................................... 8
B. Slab on Grade Type Foundation ...................................................................................... 9
Building Pad Preparation ..................................................................................................... 10
Select Fill .................................................................................................................................... 11
PAVEMENT and SUBGRADE ................................................................................................................. 11
SITE GRADING and DRAINAGE ........................................................................................................... 13
CLOSURE ....................................................................................................................................... 14
ILLUSTRATIONS Plate
BORING LOCATION PLAN .................................................................................................................... A
BORING LOGS ....................................................................................................................................... 1-7
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 1 -
INTRODUCTION
Project Description
This report presents the results of the geotechnical investigation performed at the site of the
referenced project located in Fort Worth, Texas. Based on the project information provided, it is
our understanding that construction will consist of a 3-story Motel and Studio 6 building and the
associated parking and driveway areas. Information regarding structural loads was not available
at the time of this investigation; however, we anticipate the loads will be light to moderate. It is
expected that the finished floor elevation of the proposed building will be above surrounding
ground surface. Grading plans and other information regarding the referenced project were not
available at the time of this investigation.
Site Description
The site of the proposed project is located at north side of Shady Oaks Manor Drive and far
north/northwest side of the Old Mill Creek Road in the City of Fort Worth, Texas. At the time of this
investigation, the site was undeveloped land covered with native vegetation and scattered
trees. The general location and orientation of the site is shown in the Illustrations section of this
report.
Purposes and Scope of Work
The principal purposes of this investigation were:
1). developing subsurface soil and rock stratigraphy at the boring locations;
2). evaluating soil swell potential and alternatives to reduce the soil movement;
3). providing recommendations for foundation design parameters;
4). estimating uplift pressure on drilled piers;
5). providing pavement recommendations and
6). providing site preparation recommendations.
Report Format
The first sections of the report describe the field and l aboratory phases of the study. The
remaining sections present our recommendations to guide design and preparation of pla ns and
specifications. Boring logs and laboratory test results are presented in the Illustrations section of
this report.
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 2 -
FIELD INVESTIGATION
The field portion of this investigation involved drilling and sampling a total of seven (7) test
borings. Test borings B-1, B-2, B-6 and B-7 were drilled to a depth of 9 and 20 feet and remaining
test borings B-3 to B-5 was drilled to a depth of 5 feet in proposed paved area . Our intention was
to drill B-1, B-2, B-6 and B-7 to 20 feet however due to the hard stratum encountered, test boring
B-6 prematurely terminated at auger refusal depth of 9 feet. The approximate locations of the
borings are shown on the Boring Location Plan - Plate A. Boring Logs with descriptions of the soils
encountered are presented on Plates 1 to 7. Soil strata boundaries shown on the boring logs are
approximate.
The borings were advanced using continuous flight augers. Undisturbed cohesive soil samples
were obtained using a 3-inch diameter thin-walled tube sampler pushed into the soil. The
undrained compressive strength of cohesive soils was estimated in the field using a calibrated
pocket penetrometer. All soil samples were extruded from the samplers in the field, visually
classified, and placed in appropriate containers to prevent loss of moisture or disturbance during
transfer to the laboratory.
To evaluate the relative density and consistency of harder formations, Texas Department of
Transportation Cone Penetrometer tests were performed at selected locations. The actual test
consists of driving a three-inch diameter cone with a 170-pound hammer freely falling 24 inches.
In relatively soft materials, the penetrometer cone is driven one foot and the number of blows
required for each six-inch penetration is tabulated at respective test depths, as blows per six
inches on the boring log. In hard materials, the penetrometer cone is driven with the resulting
penetrations, in inches, accurately recorded for the first and second 50 blows for a total of 100
blows. The penetration for the total 100 blows is recorded at the respective testing depths on the
boring log.
The borings were drilled using dry auger procedures to observe the water level (if any) at the
time of the exploration. These water level observations are recorded on the boring log s.
LABORATORY TESTING
Engineering properties of the foundation soils were evaluated in the laboratory by tests
performed on representative soil samples. A series of moisture content determinations were
performed to develop soil moisture profiles and to aid i n evaluating the uniformity of soil
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 3 -
conditions at the boring locations. Liquid and plastic limit tests (collectively termed "Atterberg
limits"); dry unit weight determinations and percentage passing number 200 sieve tests were
performed on selected samples from the borings to confirm visual classification and to evaluate
soil volume change potentials. Shear strengths of cohesive soils were estimated in the field by
pocket penetrometer tests and in the laboratory by unconfined strength tests performed on
selected soil samples. The results of these tests are presented on the boring logs.
Review
Descriptions of strata made in the field were modified in accordance with results of laboratory
tests and visual examination in the laboratory. All recovered soil samples were examined,
classified and described in accordance with ASTM D 2487, ASTM D 2488 and Unified Soil
Classification procedures. Classifications of the soils and finalized descriptions of soil strata are
shown on the attached boring logs.
GENERAL SUBSURFACE CONDITIONS
Stratigraphy
Based on our interpretations, the overall subsurface stratigraphy at the locations of the test
borings drilled for this study consists of fill soils followed by clay soils followed by tan limestone.
More specifically, the subsurface stratigraphy encountered within the depths of test Borings
drilled consisted of:
Brown/tan and brown SANDY CLAY (CL)/CALCAREOUS SANDY CLAY (CL) soils intermixed with
calcareous nodules and limestone – FILL SOILS from existing ground surface elevation to a depth
of 1.5 to 5.5 feet in test borings B-1, B-2, B-6 and B-7, and the completion depth of shallower test
borings B-3 to B-5 drilled. Below fill soils in test boring B-7, brown CLAY (CH) soils were
encountered and remained visible to a depth of 8 feet. Below 1.5 feet in test borings B-1 and B-
2, and below 5.5 to 8 feet in test borings B -6 and B-7, tan weathered LIMESTONE with calcareous
clay seams were encountered and remained visible to the completion depth of test boring s B-1,
B-2, B-6 and B-7 drilled.
Detailed descriptions of the subsurface stratigraphy encountered at the locations of the test
borings drilled for this study are included in the Illustrations section of this report.
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 4 -
Fill Condition and Improvement
As noted above, FILL SOILS were encountered to a depth of 1.5 to 5.5 feet from existing ground
surface elevation at the location of the test borings drilled for this study. The fill soils contained
brown/tan and brown sand clay/calcareous clay soils intermixed with calcareous nodules and
limestone. It should be noted that variations in the condition, depth and/or contents of fill
materials that may be located in other areas of the site may differ from those described herein.
Our Firm is not responsible for any variations that may exist between the fill materials described
herein from the materials encountered at the time of construction. In the absence of any
documents regarding the compaction efforts, water contents and methods in which the fill
materials were placed, Geoscience is considering the fill materials encountered at this site as
“uncontrolled fill”.
The most positive option for uncontrolled fill soils is to remove all existing fill soils and place back
in controlled lifts under the supervision of a Geoscience representative. As a second alternative,
use of a suspended floor slab and suspended grade beam in conjunction with a pier type
foundation system may be considered.
Re-work of fill soils:
The entire building pad should be excavated to the top of the limestone and all soils should be
stockpiled for later re-use in the building pad and other areas of the site. We recommend
extending the improvement to an additional 5 feet beyond the building line and including all
the areas sensitive to soil movement. The exposed subgrade should be sloped to the edges and
corners of the excavation to provide a positive gravity flow of groundwater seepage, if
encountered. The exposed surface should be watered and proof- rolled with heavy equipment.
The excavated soils should then be placed back in the building pad in 6 to 8 inches loose lifts.
Moisture contents of the soils should be a minimum of 4 points above optimum for PI higher than
30 and +2 points for the PI between 20 and 30 and compacted to 93 and 98 percent of
maximum dry density as per ASTM D-698. For the soils with PI less than 20 the moisture content
should be between optimum and 4 points above optimum and compacted to 95 and 100
percent of maximum dry density as per ASTM D -698. Any objectionable material(s) and rocks
larger than 3 inches in diameter noted within the materials should be handpicked and removed.
In the event large amounts of objectionable materials if present within the fill soils then we the fill
soils should be replaced with low PI select fill soil.
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 5 -
Field density tests should be taken at the rate of at least one test per each 2,500 square feet, per
lift, in the area of all compacted fill. For areas where hand tamping is required, the testing
frequency should be increased to approximately one test per lift, per 100 linear feet of area.
Construction of the building slab should start shortly upon completion of the subgrade
improvement process. In the event that construction is prolonged, then we recommend the
surface of the re-worked soils be sealed with an impervious moisture barrier and covered with
soils to prevent moisture evaporation from the soils.
In addition to accomplishing a reduction in the PVR to an inch or less, re-work of the fill and
subgrade soils will also ensure the removal of any objectionable mater ials that may be present
within the existing fill soils.
In the event that a suspended floor slab and suspended grade beam in conjunction with a pier
type foundation system is intended for use at this site, then the above recommendations
regarding fill improvement can be disregarded.
Subsurface Water Conditions
The borings were advanced using auger drilling methods in order to observe groundwater
seepage levels. At the time of this investigation, NO subsurface ground water seepage was
encountered at any of test borings drilled for this study. It should however be noted that future
construction activities may alter the surface and subsurface drainage characteristics of this site.
As such, we suggest re-verifying the depth to groundwater just prior to and during construction.
Based on short-term observations, it is not possible to accurately predict the magnitude of
subsurface water fluctuations that might occur. Also water seepage may encounter at the
interface of clay and limestone after a period of heavy rainfall.
ANALYSIS AND RECOMMENDATIONS
Construction Consultation and Monitoring
We recommend that GETI be given the opportunity to review the final design drawings and
specifications in order to evaluate if recommendations in this report have been properl y
interpreted. Wide variations in soil conditions are known to exist between the borings, particularly
at this site. Further unanticipated variations in subsurface conditions may become evident
during construction. During excavation and foundation phases of the work, we recommend
that a reputable geotechnical engineering firm be retained to provide construction surveillance
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 6 -
services in order to 1) observe compliance with the geotechnical design concepts,
specifications and recommendations, and 2) to observe subsurface conditions during
construction to verify that the conditions are as anticipated, based on the findings of this
investigation.
Soil Movement
The near surface fill soils encountered at this site exhibited Plasticity Indices of 14 to 22. However,
the natural clay soils blow fill soils exhibited Plasticity Indices of 43. Based on the plasticity indices,
these soils are considered as highly expansive in nature. The magnitude of the moisture induced
soil vertical movement was calculated using the Texas Department of Transportation (method
124-E) in conjunction with current moisture profile. Based on the aforementioned method, the
estimated moisture induced Potential vertical movement of the soils at the time of this
investigation at the location of the test borings drilled is on the order of 1 to 2.5 inches.
Considerably more movement will occur in areas where water ponding is allowed to occur
during and/or after construction –or- fill soils other than select fill soils are planned for use. Site
grading ay also increase or decrease the potential for the movement.
As mentioned earlier, the soil swell potential can be reduced to an inch or less by re-working of
fill and subgrade soils as per the procedures outlined in the FILL CONDITION and IMPROVEMENT
Section of this report.
FOUNDATION RECOMMENDATION
A. Pier Foundation Systems
The structural loads can be supported by auger excavated straight -sided, cast-in-place,
reinforced concrete piers. The piers should be found at least 4 feet into the underlying tan
limestone encountered at a depth of 1.5 to 8 feet below existing ground surface elevation. It
should be noted that the tan limestone may encountered at varying depths in other areas of
the site. The pier dimensions can be determined based on a net allowable end bearing pressure
of 12,000 pounds per square foot and a skin friction value of 1,800 pounds per square foot for
compression and tension. The skin friction component should only be applied to the portion of
the shaft located in the tan limestone below the recommended minimum penetration. We
highly recommend that the monitoring of pier drilling operation should be perform ed by our firm
representatives. It should be noted that no pier should be less than 10 feet in any case.
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 7 -
Soil Induced Uplift Loads - The uplift pressure due to clay soils can be approximated by
assuming a uniform uplift of 1,400 psf over the shaft perimeter of 10 feet. The uplift pressure can
be neglected for the depth of select fill if placed to reduce the soil swell potential. The uplift
loads can be reduced to 850 psf to the depth of re-worked soils (if performed as per procedure
outlined in this report). To resist the net tensile load, the shaft must contain sufficient continuous
vertical reinforcement to the full depth of the pier.
Foundation piers designed and constructed in accordance with the information pro vided in this
report will have a factor of safety in excess of 2.5 against shear type failure and will experience
minimal settlement (less than one inch).
Pier Installation - The construction of all piers should be observed by experienced
geotechnical personnel during construction to ensure compliance with design assumptions and
to verify: (1) the bearing stratum; (2) the minimum penetration; (3) the removal of all smear zones
and cuttings; (4) that groundwater seepage is correctly handled; and (5) that the shafts are
vertical and within acceptable tolerance levels. Our firm is available to provide these services
upon request.
Reinforcing steel and concrete should be placed immediately after the excavation has been
completed and observed. In no event should a pier excavation be allowed to remain open for
more than 8 hours. Concrete should be placed in such a manner as to prevent segregation of
the aggregates. In the event that perched water seepage is encountered at the time of the pier
drilling operations and the depth of water at the bottom of the shaft cannot be maintained to
less than 3 inches, temporary casing of the piers will be required. It should be noted that prior to
the placement of concrete the water from the pier hole should be removed using a pump.
Grade Beams - Grade beams should be structurally connected into the top of the piers.
The fill and subgrade soils should be improved by the method outlined in FILL CONDITION AND
IMPROVEMENT Section of this report.
Suspended Grade Beam: Minimum void space of 8 inches should be provided beneath the
grade beams. This void space allows movement of the soils below the grade beams without
distressing the structural system. Structural cardboard forms are typically used to provide this void
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 8 -
beneath grade beams. Cardboard forms must have sufficient strength to support the concrete
grade beams during construction.
Our previous experiences indicate that major distress in the grade beams will occur if the
integrity of the void box is not maintained during and after constructi on. The excavation that the
void box lays in must remain dry. Cardboard cartons can easily collapse during concrete
placement if the cardboard becomes wet. Backfill material must not be allowed to enter the
carton area below grade beams as this reduces the void space which underlying soils need to
swell.
Floor Systems
In conjunction with piers, two types of floor systems may be considered for use at this site:
i) Suspended Slab in conjunction with pier: The floor system of the proposed building
should be structurally supported on the foundation piers with a minimum void space of 8 inches
provided between the bottom of the slab and the underlying soils.
ii) Ground Supported Slab - In conjunction with piers, a ground-supported slab may be
considered for use at this site, provided the risk of some post -construction movement is
acceptable. A ground-supported slab, if used, the fill and subgrade soils should be improved by
the method outlined in FILL CONDITION AND IMPROVEMENT Section of this report.
Based on the Terzaghi’s Bearing Capacity theory a net allowable bearing capacity of 1,500 psf
for the soils can be used to design the grade beam and slab for the moisture conditioned (re-
worked) soils. This bearing pressure includes a factor of safety of 2.5 with respect to shear failure.
Floor slabs should be adequately reinforced to minimize any future cracking as normal
movements occur in the foundation soils. Also a moisture barrier of polyethylene sheeting or
similar type material should be placed between the slab and the subgrade soils to retard
moisture migration through the slab. It should be understood that a soil -supported foundation
system will experience some movement over time.
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 9 -
B. Slab-On-Grade Type Foundation
In the event that the structural loads are light, then a slab-on-grade type foundation system is a
feasible option for use at this site provided:
The fill and subgrade soils should be improved as per the procedure outlined in the Fill
Condition and Improvement Section of this report.
The risk of some post-construction movement is acceptable. Slab on grade type of
foundation system require periodic cosmetic repairs to building finishes. Additionally,
there is a risk that the ground movements could be greater than anticipated which
could lead to the need for more extensive repairs. These circumstances are most often
associated with poor drainage around the slab perimeter, sub -slab plumbing leaks, or
trees or shrubs planted too close to the foundation. The potential for these movements,
risks associated with long-term performance of slab-on-grade foundations, and
owner/tenant maintenance responsibilities should be fully understood.
If, after grading is completed, one side of the slab and grade beam is resting on
limestone and the opposite side is resting on clay, then the likelihood of some differential
movement occurring is increased. To ensure that the foundation is in the same stratum
and avoid this situation from occurring, we recommend the building pad area be
evenly excavated/elevated -or- the piers be installed at the line of transition –or- a
deeper grade beam depth be provided at the line of transition.
Additional fill soil if is required should consist of select fill soils.
The slab may be of a grid-type grade beam and slab reinforced with conventional rebar
foundation system. The foundation should be designed with exterior and interior grade beams
adequate to provide sufficient rigidity to the foundation system and be able to resist the soil
potential rise expected at this site. The beams should intersect at he avy load areas such as
columns and the intersection may be widened and dee pened to act as spread footings. The
depth of the spread footing should be a minimum of 3 feet below finished grade and the grade
beam should be a minimum of 2 feet deep and 12 inches wide and should be installed within re-
worked fill soils or tan limestone. A net allowable soil bearing pressure of 2,000 pounds per square
foot may be used for design of spread footing in re-worked soils. The bearing capacity can be
increased to 3,000 psf in the event spread footing is installed atop of or within the limestone
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 10 -
stratum. A net allowable bearing capacity of 1,500 psf can be used to design grade beams
bearing in the re-worked soils. The bottom of the beams should be free of any loose or soft
material prior to the placement of the concrete. All grade beams and floor slabs should be
adequately reinforced to minimize cracking as normal movements occur in the foundation soils.
Also, a moisture barrier of polyethylene sheeting or similar material should be placed between
the slab and the subgrade soils to retard moisture migration through the slab. It should be
understood by all parties that a soil-supported foundation system will experience movement with
time.
Building Pad Preparation
Prior to the placement of fill soils, all existing surface vegetation, loose ill soils, and debris should
also be removed. Trees and tree roots (if) should be removed and disposed of the site. The areas
where trees are excavated from should be widened and deepened until hard stratum is
encountered. On-site soils can be used to backfill the disturbed areas, placed in 6 to 8 inches
loose lifts and compacted to between 95 to 100 percent of maximum dry density as defined in
ASTM. Moisture contents of the soils should be between optimum and 4 points above optimum
For a suspended floor system - after removal of all above referenced items, all exposed
surfaces from other portion of the site should then be scarified to a minimum depth of 6 inches
water as required and compacted between 95 and 100 percent of the maximum dry density as
defined by ASTM D 698 (Standard Proctor Test) at a moisture content between optimum and 4
points above optimum. Additional fill, if is required, should consist of clean soils compacted to
resist the initial concrete loads. Placement of select fill soils or improvement of existing soils is
note required for suspended floor system.
For ground supported floor system - after removal of all referenced items, the fill and
subgrade soils should be improved by the method outlined in the Fill Condition and
Improvement Section of this report. Additional fill soil if is required should consist of select fill soils.
Select fill soils should be placed in 6 to 8 inches loose lifts and compacted between 95 and 100
percent of maximum dry density with moisture contents within three points of optimum moisture
as per ASTM D 698. Field density tests should be taken at the rate of one test per every 2,500
square feet per lift, or a minimum of 3 tests per lift in the area of all compacted fill. F or areas
where hand tamping is required, the testing frequency should be increased to approximately
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 11 -
one test per lift, per 100 linear feet of area. The upper 2 feet or depth of the grade beam
whichever is deeper of select fill should not extend beyond the building line but rather should be
capped with high plasticity index clay soils in order to resist water seepage into the subgrade
soils.
Select Fill
"Select fill," as referred to in this report, should consist of clayey sands free of organic materials
with a Plasticity Index between 6 and 16, a Liquid Limit of 38 or less, and between 15 and 45
percent passing a No. 200 sieve. Placement and compaction of the select fill should be
performed in accordance with the "Building Pad Preparation" section of this report. It is
preferable to place the select fill above the surrounding ground surface. The provision of a
subsurface drainage system will be required in areas where the select fill is placed below the
surrounding ground surface.
PAVEMENT AND SUBGRADE
General
Specific wheel loading and traffic volume characteristics were not available at the time of this
investigation. However, based on assumed loading conditions, we have developed the
following Portland Cement Concrete Pavement design sections for use at this site:
Thickness (inches)
Light Traffic
Portland Cement Concrete 5
Compacted Subgrade/re-work of fill* 6/24*
Heavy Traffic
Portland Cement Concrete 6
Compacted Subgrade/re-work of fill* 6/24*
*where fill is encountered
Prior to placing any fill materials, the paving area should be prepared as per the
recommendations provided in the Building Pad Preparation Section of this report. For re-work of
the fill soils, we recommend that the upper 2 feet of the fill and subgrade soils be excavated
and stockpile, the exposed surface should be scarified to a depth of 6 inches water as required
and compacted between 95 and 100 percent of maximum dry density as per ASTM D 698 with
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 12 -
the moisture content between optimum and 3 points above optimum. The excavated fill soils
can be placed back provided no objectionable material is present within the soils in 6 to 8
inches loose soils and compacted to the above specification. If additional fill is required, then
on-site soils should be used. The fill soils should be placed and compacted as per the procedure
outlined in the Building Pad Preparation Section of this report.
In areas where fill soils were not present in such areas the subgrade soils should be scarified to a
depth of 6 inches, watered as required and compacted between 95 and 100 percent of
maximum dry density as per ASTM D698 with the moisture content between optimum and 3
points above optimum. On-site clean soils can be used if additional fill is required. The fill soils
should be placed in 6 to 8 inches loose lifts and compacted between 95 and 100 percent of
maximum dry density as per ASTM D698 with the moisture content between optimum and 3
points above optimum. Field density tests should be taken at the rate of one test per every 5000
square feet per lift.
Design of the concrete pavement should specify a minimum 28-day concrete compressive
strength of 3,000 psi with 4 to 6 percent entrained air. The concrete should be placed within one
and one half hours of batching. During hot weather, concrete placement should follow ACI 311
Hot Weather concreting. In no case should concrete temperatures exceed 95ºF. Consideration
should be given to limiting concrete placement to that time of day which will minimize l arge
differences in the ambient and concrete temperature. Use of superplasticizer should be
considered to improve the concrete workability without increasing water cement ratio.
Pavements with sealed joints on 15 to 20-foot spacings cut to a depth of at least one-quarter of
the pavement thickness, generally exhibit less uncontrolled post -construction cracking then
pavements with wider spacings. Expansion joints should be used wherever the pavement is
going to abut some type of structural fixture that was designed to undergo a different level of
movement than the pavement (e.g. light poles, retaining walls, existing pavement, stairways,
entryway piers, building walls, or manholes). The construction and expansion joints should be
inspected periodically and resealed, if necessary. The loading dock and heavy traffic drive way
should be reinforced using at least No. 3 bars, 24 inches on center.
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 13 -
SITE GRADING and DRAINAGE
All grading should provide positive drainage away from the proposed structures, and should
prevent water from collecting or discharging near the foundations. Water must not be permitted
to pond adjacent to the structures during or after construction.
Surface drainage gradients should be designed to divert surface water away from the buildings
and edges of pavements and towards suitable collection and discharge facilities. Unpaved
areas and permeable surfaces should be provided with steeper gradients than paved areas.
Pavement drainage gradients within 5 feet of buildings should be constructed w ith a minimum
slope of one inch per foot to prevent negative drainage gradients (ponding water conditions)
from developing due to differential upward pavement movements. Sidewalk drainage
gradients should be along maximum slopes allowed by local codes.
Roofs should be provided with gutters and downspouts to prevent the discharge of rainwater
directly onto the ground adjacent to the building foundations. Downspouts should not
discharge into any landscaped bed near the foundations. Downspouts should disc harge
directly into storm drains or drainage swales, if possible. Roof downspouts and surface drain
outlets should discharge into erosion-resistant areas, such as paving or rock riprap. Recessed
landscaped areas filled with pervious sandy loam or organic soil should not be used near the
foundation. Landscaped beds should be elevated above a compacted and well -graded clay
surface. Sealed planters are preferred. All trees should be a minimum of one -half their mature
height away from the building or pavement edges to reduce potential moisture losses. Water
permitted to pond in planters, open areas, or areas with unsealed joints next to structures can
result in on-grade slab or pavement movements, which exceed those, indicated in this report.
Exterior sidewalks and pavements will be subject to some post construction movement as
indicated in this report. These potential movements should be considered during preparation of
the grading plan. Flat grades should be avoided. Where concrete pavement is used, j oints
should be sealed to prevent the infiltration of water. Some post -construction movement of
pavement and flatwork may occur. Particular attention should be given to joints around the
building. These joints should be periodically inspected and resealed where necessary.
CLOSURE
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc. - 14 -
It should be noted that some variations in soil and moisture conditions may exist between boring
locations. Statements in this report as to subsurface variations over given areas are intended as
estimations only, based upon the data obtained from specific boring locations.
The professional services, which form the basis for this report, were conducted with the same
degree of care and skill ordinarily exercised, under similar circumstances, by other reputable
geotechnical engineers practicing in the same locality. No other warranty, expressed or
implied, is made as to the professional advice set forth.
The results, conclusions, and recommendations contained in this report are directed at, and
intended to be utilized within the scop e of work outlined in this report. The report is not intended
for use in any other manner. Geoscience Engineering and Testing, Inc., makes no claim or
representation concerning any activity or condition falling outside the specified purposes for
which this report is directed; said purposes being specifically limited to the scope of work as
defined herein. Inquiries regarding scope of work, activities and/or conditions not specifically
outlined herein, should be directed to GETI
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc.
ILLUSTRATIONS
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
GEOSCIENCE, Inc.
Approximate Boring Location BORING LOCATION PLAN
GETI Project No.: 16-DG8420
Proposed MOTEL 6
Shady Oaks Manor Drive
Fort Worth, Texas
Plate A
0
5
10
15
20
25
30
P4.5+
T100/
3.2"
T100/3"
T100/
2.2"
T100/
1.5"
1.5
20
Brown SANDY CLAY (CL) intermized with calcareous
nodules and limestone - FILL
Tan weathered LIMESTONE wih calcareous clay
seams
14
8
8
8
8
39 17 22
LOG OF BORING NO. B-1
Proposed "Motel 6"
Shady OaksManor Drive
Fort Worth, Texas
Project No. 16-DG8420
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:12/09/2016
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 1Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
2.5"
T100/2"
T100/
1.2"
0.5
4
7
20
Brown SANDY CLAY (CL) intermized with calcareous
nodules and limestone - FILL
Tan weathered LIMESTONE with calcareous clay
seams - FILL
Tan and brown CLAY (CH) intermixed with
calcareous nodules and limestone - FILL
Tan weathered LIMESTONE wih calcareous clay
seams
22
9
8
9
6
30 15 15
LOG OF BORING NO. B-2
Proposed "Motel 6"
Shady OaksManor Drive
Fort Worth, Texas
Project No. 16-DG8420
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:12/09/2016
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 2Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
P4.5+5
Brown SANDY CLAY (CL) intermized with calcareous
nodules and limestone - FILL
6
7
11
40 18 22 114
LOG OF BORING NO. B-3
Proposed "Motel 6"
Shady OaksManor Drive
Fort Worth, Texas
Project No. 16-DG8420
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:12/09/2016
Completion Depth:5
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 3Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
1.5
5
Brown SANDY CLAY (CL) intermized with calcareous
nodules and limestone - FILL
Tan CALCAREOUS CLAY (CL) intermixed with
limestone - FILL
12
5
33 17 16
LOG OF BORING NO. B-4
Proposed "Motel 6"
Shady OaksManor Drive
Fort Worth, Texas
Project No. 16-DG8420
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:12/09/2016
Completion Depth:5
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 4Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
1.5
5
Brown SANDY CLAY (CL) intermized with calcareous
nodules and limestone - FILL
Tan CALCAREOUS SANDY CLAY (CL) intermixed
with limestone - FILL
15
12
10
30 15 15 51
LOG OF BORING NO. B-5
Proposed "Motel 6"
Shady OaksManor Drive
Fort Worth, Texas
Project No. 16-DG8420
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:12/09/2016
Completion Depth:5
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 5Geoscience Engineering & Testing
0
5
10
15
20
25
30
P4.5+
P4.5+
T100/
2.2"
5.5
9
Brown SANDY CLAY (CL) intermized with calcareous
nodules and limestone - FILL
-increase in limestone 3 to 4'
Tan weathered LIMESTONE with calcareous clay
seams
auger refusal @ 9'
13
13
17
8
30 16 14
LOG OF BORING NO. B-6
Proposed "Motel 6"
Shady OaksManor Drive
Fort Worth, Texas
Project No. 16-DG8420
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:12/09/2016
Completion Depth:9
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 6Geoscience Engineering & Testing
0
5
10
15
20
25
30
P3.25
P4.5+
P4.5+
P4.5+
P4.5+
T100/4"
T100/
3.5"
T100/2"
4.5
8
20
Brown SANDY CLAY (CL) intermized with calcareous
nodules and limestone - FILL
-tan and brown below 2'
Brown CLAY (CH)
Tan weathered LIMESTONE wih calcareous clay
seams
20
12
23
17
16
8
8
11
34
67
16
24
18
43
97
76
LOG OF BORING NO. B-7
Proposed "Motel 6"
Shady OaksManor Drive
Fort Worth, Texas
Project No. 16-DG8420
REMARKS:
TUBE
SAMPLE
AUGER
SAMPLE
SPLIT-
SPOON
ROCK
CORE
THD
CONE
PEN.
NO
RECOVERYDEPTH (ft.)FIELD DATA
SOIL & ROCKSYMBOLSAMPLE TYPEP: HAND PEN., TSFT: THD, BLOWS/FT.N: SPT, BLOWS/FT.STRATUM DEPTH(FT.)DESCRIPTION OF STRATUM
Location:See Location Plan
Surface Elevation:Unknown
Drilling Method:CFA
Date Boring Drilled:12/09/2016
Completion Depth:20
Groundwater Information:
Seepage Encountered During Drilling:None
Upon Completion:Dry
WATER CONTENT, %LABORATORY DATA
LIQUID LIMITPLASTIC LIMITPLASTICITY INDEXUNIT DRY WEIGHT(PCF)UNCONFINEDSTRENGTH(TSF)% PASSING NO. 200SIEVESOIL SUCTION TEST(TOTAL CM. OFWATER)Plate 7Geoscience Engineering & Testing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Motel 6 & Studio 6 Water and Sewer
CPN 101726
GC-4.04 Underground Facilities
THIS PAGE LEFT INTENTIONALLY BLANK
�220
DOE #
STORMWATER FACILITY
MAINTENANCE AGREEMENT
CITY SECRETARY
cc (TRACT NO. 5a7 (off
THIS AGREEMENT, made and entered into this day 0 It,
XIq by and between BAP Hospitality, LLC, acting by and through Parul Patel,
hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to
as "City"
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as an
approximately 0.32 acre tract located in the J.C. Donaldson Survey, Abstract 1786,
Tarrant County, Texas according to the deed recorded in Volume 38844, Page 50, Deed
Records, Tarrant County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as 3 Story Motel 6 and Studio 6
(Section II Addition, Lot 3, Block 9) hereinafter called the "Plan", which is expressly
made a part hereof, as approved or to be approved by the City and the Landowner
provides for management of Stormwater within the confines of the Property; and
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on -site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11/17/2016
Landowner, its successors and assigns, the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on -site Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit "B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 11/17/2016
of inspection is to follow-up on reported deficiencies and/or to respond to
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
steps necessary to correct deficiencies identified in the inspection report and to
charge the costs of such repairs to the Landowner, its successors and assigns.
It is expressly understood and agreed that the City is under no obligation
to routinely maintain or repair said Facility, and in no event shall this
Agreement be construed to impose any such obligation on the City, such
obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY, LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 11 / 17/2016
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage easement outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage easement,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100 year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
[SIGNATURE PAGE FOLLOWS]
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 11 /17/2016
Executed this l day o Olr-1'
Landowner
Name:
"C ; UGC
City of Fort Worth
Jesus J. Chapa
Assistant City Manager
Approved as to Form and Legality
A-ssistant City
ATTEST
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 11 / 17/2016
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on by
Jesus J. Chapa, Assistant City Manager of the City of Fort ort , on behalf of t e City of
Fort Worth,
PPY'"•'9 MAF�.IA S, �/tiPiGF1E7_
•:A My Notary iU # %&A
Expire L)ecamf'pr 19, 2021
STATE OF TEXAS §
COUNTY OF TAR.RANT §
Public, State of Texas
Before me, the undersigned authority on this .� day of
20t, personally appeared
�'f�Rv� PATcC
known
to me to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that the same is the act of
and that he executed the same as its
r5,aand as the act of such AAPyto,5p; 4�tt ►, Wd for the purposes and
consideration expressed in the foregoing instrumenj.
Notary Public�S�tate of T
�`�RY PV//� JENNIfER LOUISE EZERNaCK
:°4'�`i,: Notary Pubfic, State of Texas
Comm. Expires 03-01-2020
�v,,,,,,.•` Notary ID 130561630
� Notery Public, State of Texas
+P Comm. Expires 03-01-2020
Notary ID 130561630
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
J
Contract Compliance Manager
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract, including
ensuring all performance and reporting requirements.
Ashraf Ibrahim
Management Analyst II
EXHIBIT "/A
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev. 11/17/2016
PRIVATE DRAINAGE EASEMENT
J.C. Donaldson Survey, Abstract Number 1786
City of Fort Worth, Tarrant County, Texas
LEGAL DESCRIPTION
BEING a 0.36 acre tract of land out of the J.C. Donaldson Survey, Abstract Number 1786, situated in
the City of Fort Worth, Tarrant County Texas and being a portion of a called 2.790 acre tract of land
conveyed to BAP Hospitality, LLC by deed of record in Document No. D216186695 of the Official Public
Records of Tarrant County, Texas and being more particularly described by metes and bounds as
follows:
COMMENCING, at a 1/2-inch iron rod found in the East right-of-way line of Northwest Loop 820
(R.O.W. Varies), being the Southwest corner of a called Tract A - 1.229 acre tract of land conveyed to
Shady Oaks National Bank by deed of record in Volume 7770, Page 421 of the Deed Records of
Tarrant County, Texas, also being the Northwest corner of said 2.790 acre tract;
THENCE, S 00°27'35" E, along the East right-of-way line of Northwest Loop 820 and the common West
line of said 2.790 acre tract, a distance of 19.93 feet to the POINT OF BEGINNING and Northwest
corner hereof;
THENCE, leaving the East right-of-way line of Northwest Loop 820, over and across said 2.790 acre
tract, the following courses and distances:
S 45°27'35" E, a distance of 69.32 feet to an angle point;
S 00°2735 E, a distance of 146.13 feet to an angle point;
S 45027'35" E, a distance of 22.55 feet to an angle point;
N 00038'48" W, a distance of 6.08 feet to an angle point;
N 89021'19" E, a distance of 16.00 feet to an angle point;
S 00038'48" E, a distance of 12.24 feet to an angle point;
N 89021'20" E, a distance of 100.66 feet to an angle point;
N 45°38'48" W, a distance of 29.40 feet to an angle point;
N 44°21'12" E, a distance of 15.00 feet to an angle point,
S 45038'48" E, a distance of 45.65 feet to an angle point;
S 00038'48" E, a distance of 3.73 feet to an angle point;
N 89021'12" E, a distance of 33.26 feet to an angle point;
LEGAL DESCRIPTION CONTINUED ON PAGE 2
EAGLE SURVEYING, LLC
210 S. ELM STREET
SUITE: 104
DENTON, TX 76201
(940) 222-3009
TX FIRM # 10194177
16-09-39-06 I CF I 8/29/2019
PRIVATE DRAINAGE EASEMENT
J.C. Donaldson Survey, Abstract Number 1786
City of Fort Worth, Tarrant County, Texas
LEGAL DESCRIPTION CONTINUED
S 45°39'26" E, a distance of 138.58 feet, from which a 1/2 inch iron rod with plastic cap stamped
"ZTPS RPLS 4288 found in the West line of a called 1.3753 acre tract of land conveyed to El
Sombrero Mexican Restaurant, Inc. by deed of record in Document No. D202058707 of said Official
Public Records, being the South corner of Lot 3RB, Block 9-A of Shady Oaks Manor, a subdivision of
record in Cabinet A, Slide 7267 of the Plat Records of Tarrant County, Texas, also being the most
Easterly Northeast corner of said 2.790 acre tract bears, S88°37'01"E, a distance of 71.30 feet
S 44020'34" W, a distance of 15.00 feet to an angle point;
N 45039'26" W, a distance of 132.37 feet to an angle point;
S 89°21'12" W, a distance of 16.85 feet to an angle point;
S 00038'48" E, a distance of 34.19 feet to an angle point;
S 89023'16" W, a distance of 64.38 feet to an angle point;
S 00036'44" E, a distance of 5.00 feet to an angle point;
S 89032'28" W, a distance of 90.79 feet to an angle point;
N 00041'20" W, a distance of 40.20 feet to an angle point;
S 89018'54" W, a distance of 14.81 feet to an angle point;
N 00028'18" W, a distance of 24.36 feet to an angle point;
N 45040'21" W, a distance of 14.03 feet to an angle point;
N 00027'35" W, a distance of 146.13 feet to an angle point;
N 45°2735 W, a distance of 48.10 feet to a point in the East line of East right-of-way line of
Northwest Loop 820, being the West line of said 2.790 acre tract;
THENCE, N 00°27'35" W, along the East right-of-way line of Northwest Loop 820 and the common
West line of said 2.790 acre tract, a distance of 21.21 feet to the POINT OF BEGINNING and containing
an area of 0.36 Acres, or (15,564 Square Feet) of land, more or less
PAGE20F3
EAGLE SURVEYING, LLC
210 S. ELM STREET
SUITE: 104
DENTON, TX 76201
(940) 222-3009
TX FIRM # 10194177
16-09-39-06 I CF I 8/29/2019
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that I
am a licensed Land Surveyor und! r_the laws of the State
of Texas.
f Oftt:cf„ ;W%
Ted A. Gossett
POC
1/2"IRF'
r-
ao
Z 3
Q U N O
m oc
Ft am
co O =
<m O�
Q j
� W ZJ
m
g
ml of
0 a[
C0
LEGEND
PRIVATE DRAINAGE EASEMENT
J. C. Donaldson Survey, Abstract No. 1786
City of Fort Worth, Tarrant County, Texas
TRACT A
CALLED 1.229 ACRES
l SHADY OAKS NATIONAL BANK
\ VOL. 7770, PG. 421 / O
D.R.T.C.T. so#4 Qy
cyTc60G�
SVR\IEY' LOT 3RA, BLOCK 9-A
m QN SHADY OAKS MANOR \
J OONP`O No. �7a6 DOC. NO. D202041035
CAB, A, SLIDE 7267 /
P8 P.R.T.C.T.
L4 LOT 3RB, BLOCK 9-A \
�7 L12 \ SHADY OAKS MANOR
L26 L7 L8 L9 DOC. NO, D202041035
L25 L5 CAB. A, SLIDE 7267/
P.R.T.C.T.
' L24
L23 L18
L22 L21 0 L19
PRIVATE DRAINAGE
EASEMENT -
CALLED 2,790 ACRES 0.36 ACRES
BAP HOSPITALITY, LLC
DOC. No. D216186695
O.P.R.T.C.T.
SHADY OAKS MANOR DRIVE
60' RIGHT-OF-WAY
VOL 388-44, PG. 50, P.R.T.C.T.
LINE ABLE
CIRF
=CAPPED IRON ROD FOUND
POB
= POtNT OF BEGINNING
POC
=POINT OF COMMENCMENT
P.R.T.C.T.
= PLAT RECORDS
TARRANT COUTNY, TEXAS
D.R.T.C.T.
= DEED RECORDS
TARRANT COUTNY, TEXAS
O.P.R.T.C.T.
= OFFICIAL PUBLIC RECORDS
TARRANT COUTNY, TEXAS
PAGE 3 OF 3
�T
EAGLE
SURVEYING
EAGLE SURVEYING, LLC
210 S. ELM STREET
SUITE: l04
DENTON, TX 76201
(940)222-3009
TX FIRM !1 10194177
LINE
BEARING
DISTANCE
L1
S
00°27'35"
E
19.93'
L2
S
45°27'35"
E
69.32'
13
S
00027135"
E
146.13'
L4
S
45027'35"
E
22.55'
L5
N
00038'48"
W
6.08'
L6
N
89021'19"
E
16.00'
L7
S
00038'48"
E
12.24'
L8
N
89021'20"
E
100.66'
L9
N
45038'48"
W
29.40'
L10
N
44*21'12"
E
15,00'
L 15 1 /2"CIRF
"ZTPS RPLS
L16 4288"
/ CALLED 1.375�RES /
EL SOMBRERO MEXICAN
RESTAURANT, INC
DOC, NO, D202058707
O.P.R.T.C.T.
LINE TABLE
LINE
BEARING
DISTANCE
L11
S
45°38'48"
E
45.65'
L12
S
00°38'48"
E
3.73'
L13
N
89°21'12"
E
33.26'
L14
S
45°39'26"
E
138.58'
L15
S
88037'01"
E
71.30'
L16
S
44020'34"
W
15,00,
L17
N
4503926"
W
132.37'
L18
S
89021'12'
W
16.85'
L19
S
00038'48"
E
34,19'
L20
S
89023'16"
W
64.38'
L21
S
00036'44"
E
5,00,
L22
S
89032'28"
W
90,79'
L23
N
0004120"
W
40.20'
L24
S
89018'54"
W
14.81'
L25
N
00028'18"
W
24.36'
L26
N
45040'21"
W
14.03'
L27 1
N
00027'35"
W
146613'
L28 1
N
45027'35"
W
48.10'
L29 1
N
00027135"
W
21.21'
PRIVATE DRAINAGE EASEMENT
Jose Maria Basquis Survey, Abstract No. 85
City of Fort Worth, Tarrant County, Texas
LEGAL DESCRIPTION
BEING a 0.05 acre tract of land in the Jose Maria Basquis Survey, Abstract Number 85 situated in the City of
Fort Worth, Tarrant County, Texas and being a portion of a Lot 3-B, Block 9, of Shady Oaks Manor, Section II, a
subdivision of record in Cabinet 388-95, Slide 10 of the Plat Records of Tarrant County, Texas and being a portion
of a called 8.522 acre tract conveyed to the State of Texas in the deed recorded in Document Number
D200202905, of the Deed Records of Tarrant County, Texas (D.R.T.C.T.) and being more particularly described by
metes and bounds as follows:
COMMENCING at a 1/2 inch iron rod found in the East line of the said Lot 3-B said corner being the Southwest
corner of a called 1.1229 acre tract described as Tract A in the deed to Shady Oaks National Bank recorded in
Volume 7770, Page 421, D.R.T.C.T, and the Northwest corner of a called 2.790 acre tract of land conveyed to BAP
Hospitality, LLC recorded in Document Number D216186695, (D.R.D.C.T.)
THENCE S 00°27'35" E, with the common line between said Lot 3-B and the common West line of the called 2.790
acre tract, a distance of 19.93 to the POINT OF BEGINNING and the Northeast corner herein;
THENCE S 00°27'35" E, with the common line between said Lot 3-B and the common West line of the called 2.790
acre tract, a distance of 21.22 feet to an angle point, from which a 1/2" iron rod found at the Southeast corner of Lot
3-B bears, S 00027'35" E, a distance of 403.70 feet;
THENCE N 44052139" W, over and across said Lot 3-B, a distance of 97.94 feet to an angle point;
THENCE N 16°28'37" W, over and across said Lot 3-B, a distance of 64.87 feet to the East line of Part 1 of an
Easement of records to the State of Texas, recorded in Volume 5336, Page 273, D.R.T.C.T.;
THENCE N 30004'37" E, with the East line of said Part 1 and the East line of Part 2 of an Easement of records to
the State of Texas, recorded in Volume 5336, Page 2739 D.R.Teta* T., a distance of 17.38 feet to an angle point;
THENCE over and across the said Lot 3-13 the following (3) three calls:
1. S 35°46'42" E, a distance of 7.23 feet to an angle point;
2, S 16°18'45" E, a distance of 66.34 feet to an angle point;
3. S 44055'49" E, a distance of 78.96 feet to the POINT OF BEGINNING and containing 2,345 square feet, 0.05
acres of land more or less.
I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a
licensed Land Surveyor under the laws of the State of Texas.
OF
Ted A. Gossett
R.P.L.S. # 5991
PAGE 1 OF 2
PRIVATE DRAINAGE EASEMENT
Jose Maria Basquis Survey, Abstract No. 85
City of Fort Worth, Tarrant County, Texas
J .
PART 1
` STATE OF TEXAS
VOLUME 5336, PAGE 273
D.R.T.C.T,
(CALLED 8.522 ACRES)
STATE OF TEXAS
DOC.No. D200202905
D.R.T.C.T.
PART 2
STATE OF TEXAS
/ �� VOLUME 5336, PAGE 273
D.R.T.C.T.
\ v
\�
LOT 3-B, BLOCK 9,
SHADY OAKS MANOR, SECTION II
CABINET 388-95, SLIDE 10
P.R.T.C.T.
PRIVATE
DRAINAGE EASEMENT
2345 SQUARE FEET
0.05 ACRES
gASQU1S
Jo E MAgg RC AT
SUR
PAGE20F2
1"=50'
0 25 50
T
ALDSON SURVEY,
J C ABS Rp0T No 1786
TRACT A
CALLED 1.229 ACRES
SHADY OAKS NATIONAL BANK
VOL. 7770, PG, 421
D.R.T.C.T.
1/2"IRF
J
(CALLED 2.790 ACRES)
BAP HOSPITALITY, LLC
Co NO. D216186695
D.R.T.C.T. \
LINE TABLE
135"
E
19.93
LEGEND
IRF =IRON ROD FOUND
POB =POINT OF BEGINNING
POC =POINT OF COMMENCING
P.R.D.C.T. = PLAT RECORDS,
TARRANT COUNTY, TEXAS
D.C.T. = DEED RECORDS,
TARRANT COUNTY, TEXAS
EXHIBIT
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11/17/2016
naols e
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Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and
maintenance of this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all
times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into, through, or out of the system..
Accumulated sediment shall be removed when sediment is at or above 3 inches in
depth. At minimum, StormTech's recommends annual inspections. The isolator
Row should be inspected every 6 months for the first year of operation. Disposal
shall be in accordance with federal, state and local regulations.
To prevent debris from entering and clogging the downstream storm sewer
system a wire mesh screen or similar screening device shall be installed over the
outlet until final acceptance.
4. PREVENTIVE MAINTENANCEIINSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, mowing, and silt, litter and debris removal dates. Document
aeration of the basin bottoms and replanting to prevent the sealing of the
basin bottom.
• Written maintenance and repair records shall be maintained by the
party or parties signing the attached Agreement and shall be provided
to the City upon request.
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev. 11 /17/2016
MC-4500
1
StormTech•
° Row
w
THE MOST DVANCED NAME IN WATER MANAGEMENT SOLUTIONS "
t Me
'1HE 1 VLA I UX° ROW
INTRODUCTION
An important component of any Stormwater Pollution Prevention
Plan is inspection and maintenance. The StormTech Isolator Row is
a technique to inexpensively enhance Total Suspended Solids (TSS)
removal and provide easy access for inspection and maintenance.
THE ISOLATOR ROW
The Isolator Row is a row of StormTech chambers, either SC-160LP,
SC-310, SC-310-3, SC-740, DC-780, MC-3500 or MC4500 models,
that is surrounded with filter fabric and connected to a closely located
manhole for easy access. The fabric -wrapped chambers provide for
settling and filtration of sediment as storm water rises in the Isolator
Row and ultimately passes through the filter fabric. The open bottom
chambers and perforated sidewalls (SC-310, SC- 310m3 and SCM740
models) allow storm water to flow both vertically and horizontally out of
the chambers. Sediments are captured in the Isolator Row protecting
the storage areas of the adjacent stone and chambers from sediment
accumulation.
Two different fabrics are used for the Isolator Row. A woven geotextile
fabric is placed between the stone and the Isolator now chambers.
The tough geotextile provides a media for storm water filtration and
provides a durable surface for maintenance operations. It is also
designed to prevent scour of the underlying stone and remain intact
during high pressure jetting. A non -woven fabric is placed over the
chambers to provide a filter media for flows passing through the
perforations in the sidewall of the chamber. The non -woven fabric is not
required over the SCANLP, DC-780, MC-3500 or MC4500 models as
these chambers do not have perforated side walls.
The Isolator Row is typically designed to capture the "first flush" and
offers the versatility to be sized on a volume basis or flow rate basis.
An upstream manhole not only provides access to the Isolator Row but
typically includes a high flow weir such that storm water flowrates or
volumes that exceed the capacity of the Isolator Row overtop the over
flow weir and discharge through a manifold to the other chambers.
The Isolator Row may also be part of a treatment train. By treating
storm water prior to entry into the chamber system, the service life can
be extended and pollutants such as hydrocarbons can be captured.
Pre-treatment best management practices can be as simple as
deep sump catch basins, oil -water separators or can be innovative
storm water treatment devices. The design of the treatment train and
selection of pretreatment devices by the design engineer is often
driven by regulatory requirements. Whether pretreatment is used or not,
the Isolator Row is recommended by StormTech as an effective means
to minimize maintenance requirements and maintenance costs.
Note: See the StormTech Design Manual for detailed information on
designing inlets for a StormTech system, including the Isolator Row.
Looking down the Isolator Row from the
manhole opening, woven geotextile is shown
between the chamber and stone base.
StormTech Isolator Row with
Overflow Spillway (not to scale)
MANHOLE
WITH
OVERFLOW
WEIR
ECCENTRIC
HEADER
OPTIONAL
ACCESS
UPoNAL
PRE-TREATMENT
STORMTECH
r ISOLATOR ROW
KAM
STORMTECH CHAMBERS
ISOLATOR ROW
INSPECTION/MAINTENANCE
INSPECTION
The frequency of inspection and maintenance varies by location. A
routine inspection schedule needs to be established for each individual
location based upon site specific variables. The type of land use (i.e.
industrial, commercial, residential), anticipated pollutant load, percent
imperviousness, climate, etc. all play a critical role in determining the
actual frequency of inspection and maintenance practices.
At a minimum, StormMr. cIr. recommends annual inspections. Initially,
OF the Isolator Row should be inspected every 6 months for the first year
of operation. For subsequent years, the inspection should be adjusted
based upon previous observation of sediment deposition.
The Isolator Row incorporates a combination of standard manholes) and strategically located inspection ports
as needed). The inspection ports allow for easy access to the system from the surface, eliminating the need to
perform a confined space entry for inspection purposes.
If upon visual inspection it is found that sediment has accumulated, a stadia rod should be inserted to
determine the depth of sediment. When the average depth of sediment exceeds 3 inches throughout the length
of the Isolator Row, clean -out should be performed.
MAINTENANCE
The Isolator now was designed to reduce the cost of periodic maintenance. By "isolating" sediments to just
one row, costs are dramatically reduced by eliminating the need to clean out each row of the entire storage
bed. If inspection indicates the potential need for maintenance, access is provided via a manhole(s) located on
the end(s) of the row for cleanout. If entry into the manhole is required, please follow local and OSHA rules for a
confined space entries.
Maintenance is accomplished with the JetVac process. The JetVac process utilizes a high pressure water
nozzle to propel itself down the Isolator Row while scouring and suspending sediments. As the nozzle is
retrieved, the captured pollutants are flushed back into the manhole for vacuuming. Most sewer and pipe
maintenance companies have vacuum/JetVac combination vehicles. Selection of an appropriate JetVac nozzle
will improve maintenance efficiency. Fixed nozzles designed for culverts or large diameter pipe cleaning are
preferable. Rear facing jets with an effective spread of at least 45" are best. Most JetVac reels have 400 feet
of hose allowing maintenance of an Isolator Row up to 50 chambers long. The JetVac process shall only
be performed on StormTech Isolator Rows that have AASHTO class 1 woven geotextile (as specified by
StormTech) over their angular base stone.
StormTech Isolator Row (not to scale)
Note: Non -woven fabric is only required over the inlet pipe connection into the end cap for SC-160LP, DC-780, MC-3500 and MC-4500 chamber
mode/s and is not required over the entire Isolator Row.
5G7401 SG31 P, LOVER ENTOtE ISOLATOR ROW Yr1TH ADS
GEOGV1f1HETN:S E01T NOlJ-N'OVEN GEOTE%TILE
SGI30: 0' (2.4 m) MW 151DE
SG310:S(1.5 m)MW 1510E
0.1Od500, MG3500, DGI00, SGIFALP, ('AVER PIPE
CONNECTION TO END GAP NTM ADS
GEOSYNiHET10S 601T h'Ot4YNVE!! GEOIE%iriE
SUMP DEPTH TOD DY
SfiE DESIGN ENGINEER
(24' (600 mm) NW REGOMA£NDED)
24' (600 mm) HDPE ACCESS PWE REQUIRED: MCd500, 0.1GJ560, SG140. DG7S0
12' (300 mm) HDPE ACCESS PIPE REOUWEO: SG310
0' (200 mn) HOPE ACCESS PIPE REQUIRED: SGt6dP
1540 DYERS OF AOS GEOSYNTHETI05 JISYT SVOVEN GEOTE%TRE BET15EFl!
FOUNOATON STOtJE AIJD CHA4BERS, CONTWUOUS FABRIC \Ni110(IT SEAMS
10.3' 13.1 m1 MBJ WIDE: MO-1500
ISOLATOR ROW STEP BY STEP MAINTENANCE PROCEDURES
STEP 1
Inspect Isolator Row for sediment.
A) Inspection ports (if present)
i. Remove lid from floor box frame
ii. Remove cap from inspection riser
iii. Using a flashlight and stadia rod,measure depth of sediment and record results on maintenance log.
iv. If sediment is at or above 3 inch depth, proceed to Step 2. If not, proceed to Step 3.
B) All Isolator Rows
i. Remove cover from manhole at upstream end of Isolator Row
ii. Using a flashlight, inspect down Isolator Row through outlet pipe
1. Mirrors on poles or cameras may be used to avoid a confined space entry
2. Follow OSHA regulations for confined space entry if entering manhole
iii. If sediment is at or above the lower row of sidewall holes (approximately 3 inches), proceed to Step 2.
If not, proceed to Step 3.
STEP 2
Clean out Isolator Row using the JetVac process.
A) A fixed floor cleaning nozzle with rear facing nozzle spread of 45 inches or more is preferable
B) Apply multiple passes of JetVac until backflush water is clean
C) Vacuum manhole sump as required
STEP 3
Replace all caps, lids and covers, record observations and actions.
STEP 4
Inspect & clean catch basins and manholes upstream of the StormTech system.
SAMPLE MAINTENANCE LOG
3/15/11 6.3 fE K0K¢ I New iKsEaUwEioK, Fixed poiKE is CI frame aE DJM
grade
9/24/11 6.2 0.1 fE Some SriE felE - SM
6/20/13 S,ff 0.5 fE Muckj feel, debris visible [K nnaKkole aKd LK MV
Isolator Row, matKEeKwKce due
7/7/13 6.3 f E c S4SEern , jeRed aKd vowcuumed Wm
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
MINOR
DATE
REPAIRS
REPAIRS
NOTES
INSPECTION
REQUIRED
MADE
Catch basins and
manholes upstream
of the StormTech
System
MAJOR
INSPECTIONS
Structure type and
Condition
Isolator Row for
Sediment
STORMWATER FACILITY MAINTENANCE AGREEMENT � Q
Rev. 11/17/2016
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By:
h11AP,'T LOUiSE NICHOLSON
COUNTY CLERK
100 West Weatherford Fort Worth, TX 76196-0401
PHOt�IE (817) 884-1195
;IT`( OF FORT V'JORTH
00 TEXAS ST
T WORTH, I X 76102
Submitter. CITY OF FORT V�lORTH CFA
OFFICE
DO NOT Df'STRO'�
WARNING - THIS IS PART OF THE OFFICIAL RECORD.
Filed For Registration
Instrument #
D219211109
9/17/2019 9:OE ANi
D219211109
$164.00
.4NY" PROVISION
N/H(CH RESTRICTS THE
SALE, RENTAL OR USE OF THE
DESCRIBED REAL
PROPERTY
BECAUSE
OF COLOR OR RACE IS
INVALID
AND
UNENFORCEABL=
UNDER FEuERAL
LAW.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Motel 6 & Studio 6 Water and Sewer
CPN 101726
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
TEXAS COUNTIES IDENTIFIED BY
WAGE RATE ZONES: 7, 8, 11, 12, 14, 16, 18, 34, 35, 37, 38, 40, 41, 54, 56, 63
County Name Zone County Name Zone County Name Zone County Name Zone
Anderson 38 Donley 54 Karnes 37 Reagan 54
Andrews 54 Duval 41 Kaufman 35 Real 54
Angelina 38 Eastland 54 Kendall 16 Red River 38
Aransas 40 Ector 7 Kenedy 41 Reeves 18
Archer 35 Edwards 18 Kent 54 Refugio 37
Armstrong 7 El Paso 34 Kerr 37 Roberts 54
Atascosa 16 Ellis 35 Kimble 54 Robertson 16
Austin 56 Erath 38 King 54 Rockwall 35
Bailey 54 Falls 38 Kinney 18 Runnels 54
Bandera 16 Fannin 38 Kleberg 37 Rusk 11
Bastrop 16 Fayette 37 Knox 54 Sabine 38
Baylor 54 Fisher 54 Lamar 38 San Augustine 38
Bee 37 Floyd 54 Lamb 54 San Jacinto 56
Bell 16 Foard 54 Lampasas 16 San Patricio 40
Bexar 16 Fort Bend 56 LaSalle 41 San Saba 54
Blanco 37 Franklin 38 Lavaca 37 Schleicher 54
Borden 54 Freestone 38 Lee 37 Scurry 54
Bosque 38 Frio 37 Leon 38 Shackelford 54
Bowie 11 Gaines 54 Liberty 56 Shelby 38
Brazoria 56 Galveston 56 Limestone 38 Sherman 54
Brazos 16 Garza 54 Lipscomb 54 Smith 11
Brewster 18 Gillespie 37 Live Oak 37 Somervell 38
Briscoe 54 Glasscock 54 Llano 37 Starr 41
Brooks 41 Goliad 40 Loving 54 Stephens 54
Brown 54 Gonzales 37 Lubbock 7 Sterling 54
Burleson 16 Gray 54 Lynn 54 Stonewall 54
Burnet 37 Grayson 35 Madison 38 Sutton 18
Caldwell 16 Gregg 11 Marion 38 Swisher 54
Calhoun 40 Grimes 38 Martin 54 Tarrant 35
Callahan 35 Guadalupe 16 Mason 37 Taylor 7
Cameron 8 Hale 54 Matagorda 37 Terrell 18
Camp 38 Hall 54 Maverick 41 Terry 54
Carson 7 Hamilton 38 McCulloch 54 Throckmorton 54
Cass 38 Hansford 54 McLennan 16 Titus 38
Castro 54 Hardeman 54 McMullen 41 Tom Green 7
Chambers 56 Hardin 56 Medina 16 Travis 16
Cherokee 38 Harris 56 Menard 54 Trinity 38
Childress 54 Harrison 63 Midland 7 Tyler 38
Clay 35 Hartley 54 Milam 38 Upshur 11
Cochran 54 Haskell 54 Mills 54 Upton 54
Coke 54 Hays 16 Mitchell 54 Uvalde 41
Coleman 54 Hemphill 54 Montague 54 Val Verde 18
Collin 35 Henderson 38 Montgomery 56 Van Zandt 38
Collingsworth 54 Hidalgo 8 Moore 54 Victoria 14
Colorado 37 Hill 38 Morris 38 Walker 38
Comal 16 Hockley 54 Motley 54 Waller 56
Comanche 54 Hood 38 Nacogdoches 38 Ward 54
Concho 54 Hopkins 38 Navarro 38 Washington 38
Cooke 54 Houston 38 Newton 38 Webb 8
Coryell 16 Howard 54 Nolan 54 Wharton 37
Cottle 54 Hudspeth 18 Nueces 40 Wheeler 54
Crane 54 Hunt 35 Ochiltree 54 Wichita 12
Crockett 18 Hutchinson 54 Oldham 54 Wilbarger 54
Crosby 7 Irion 7 Orange 56 Willacy 41
Culberson 18 Jack 38 Palo Pinto 38 Williamson 16
Dallam 54 Jackson 37 Panola 38 Wilson 16
Dallas 35 Jasper 38 Parker 35 Winkler 54
Dawson 54 Jeff Davis 18 Parmer 54 Wise 35
Deaf Smith 54 Jefferson 56 Pecos 18 Wood 38
Delta 35 Jim Hogg 41 Polk 38 Yoakum 54
Denton 35 Jim Wells 37 Potter 7 Young 54
DeWitt 37 Johnson 35 Presidio 18 Zapata 41
Dickens 54 Jones 35 Rains 38 Zavala 41
Dimmit 41 Randall 7
Revised 1-6-12
CLASS. #CLASSIFICATION DESCRIPTION
ZONE
TX07
1/6/12
ZONE
TX08
1/6/12
ZONE
TX11
1/6/12
ZONE
TX12
1/6/12
ZONE
TX14
1/6/12
ZONE
TX16
1/6/12
ZONE
TX18
1/6/12
ZONE
TX34
1/6/12
ZONE
TX35
1/6/12
ZONE
TX37
1/6/12
ZONE
TX38
1/6/12
ZONE
TX40
1/6/12
ZONE
TX41
1/6/12
ZONE
TX54
1/6/12
ZONE
TX56
1/6/12
ZONE
TX63
1/6/12
1428 Agricultural Tractor Operator $12.69 $12.35 $11.75
1300 Asphalt Distributor Operator $14.87 $13.48 $13.88 $15.55 $15.72 $13.28 $15.32 $15.62 $14.36 $14.25 $14.03 $13.75 $14.06 $14.40
1303 Asphalt Paving Machine Operator $13.40 $12.25 $12.35 $13.87 $14.36 $14.20 $13.26 $13.99 $14.68 $12.92 $13.44 $12.53 $14.00 $14.32 $12.99
1106 Asphalt Raker $12.28 $10.61 $12.02 $14.21 $12.12 $11.64 $11.44 $12.69 $12.05 $11.34 $11.67 $11.40 $12.59 $12.36
1112 Batching Plant Operator, Asphalt
1115 Batching Plant Operator, Concrete
1214 Blaster
1615 Boom Truck Operator $18.36
1444 Boring Machine Operator
1305 Broom or Sweeper Operator $11.21 $10.33 $10.08 $11.04 $11.62 $11.74 $11.41 $10.30 $10.23 $10.60 $12.68 $11.05
1144 Communications Cable Installer
1124 Concrete Finisher, Paving and Structures $13.55 $12.46 $13.16 $12.85 $12.56 $12.77 $12.44 $14.12 $13.04 $13.38 $12.80 $12.79 $12.98 $13.32
1318 Concrete Pavement Finishing Machine Operator $15.48 $16.05 $19.31 $13.07
1315 Concrete Paving, Curing, Float, Texturing Machine Operator $16.34 $11.71
1333 Concrete Saw Operator $14.48 $17.33 $13.99
1399 Concrete/Gunite Pump Operator
1344 Crane Operator, Hydraulic 80 tons or less $18.36 $18.12 $18.04 $20.21 $18.63 $13.86
1345 Crane Operator, Hydraulic Over 80 Tons
1342 Crane Operator, Lattice Boom 80 Tons or Less $16.82 $14.39 $13.85 $15.87 $17.27 $14.67 $16.42 $14.97
1343 Crane Operator, Lattice Boom Over 80 Tons $19.38 $20.52 $17.49 $25.13 $15.80
1306 Crawler Tractor Operator $13.96 $16.63 $13.62 $15.67 $14.07 $13.15 $13.38 $14.60 $13.68 $13.50
1351 Crusher or Screen Plant Operator
1446 Directional Drilling Locator $11.67
1445 Directional Drilling Operator $17.24
1139 Electrician $20.96 $19.87 $26.35 $20.27 $19.80 $20.92 $27.11
1347 Excavator Operator, 50,000 pounds or less $13.46 $12.56 $13.67 $12.88 $14.38 $13.49 $17.19 $13.88 $14.09 $12.71 $14.42
1348 Excavator Operator, Over 50,000 pounds $15.23 $13.52 $17.71 $16.99 $18.80 $16.22 $14.53
1150 Flagger $9.30 $9.10 $8.50 $8.81 $9.45 $8.70 $10.06 $9.71 $9.03 $9.08 $9.90 $10.33 $8.10
1151 Form Builder/Setter, Structures $13.52 $12.30 $13.38 $12.91 $12.71 $12.87 $12.38 $12.26 $13.84 $12.98 $13.07 $13.61 $12.82 $14.73 $12.23 $12.25
1160 Form Setter, Paving & Curb $12.36 $12.16 $13.93 $11.83 $10.71 $12.94 $13.16 $12.54 $11.33 $10.69 $13.33 $12.34
1360 Foundation Drill Operator, Crawler Mounted $17.99 $17.43
1363 Foundation Drill Operator, Truck Mounted $16.86 $22.05 $16.93 $21.07 $20.20 $20.76 $17.54 $21.39 $15.89
1369 Front End Loader Operator, 3 CY or Less $12.28 $13.49 $13.40 $13.04 $13.15 $13.29 $13.69 $12.64 $12.89 $13.51 $13.32 $12.17
1372 Front End Loader Operator, Over 3 CY $12.77 $13.69 $12.33 $13.21 $12.86 $13.57 $14.72 $13.75 $12.32 $13.19 $13.17
1329 Joint Sealer
1172 Laborer, Common $10.30 $9.86 $10.08 $10.51 $10.71 $10.50 $10.24 $10.58 $10.72 $10.45 $10.30 $10.25 $10.03 $10.54 $11.02 $10.15
1175 Laborer, Utility $11.80 $11.53 $12.70 $12.17 $11.81 $12.27 $12.11 $11.33 $12.32 $11.80 $11.53 $11.23 $11.50 $11.95 $11.73 $12.37
1346 Loader/Backhoe Operator $14.18 $12.77 $12.97 $15.68 $14.12 $15.18 $13.58 $12.87 $13.21 $14.13 $14.29
The wage rates listed are those predetermined by the Secretary of Labor and State Statue to be the minimum wages paid. To determine the applicable wage rate zone, a list entitled "TEXAS
COUNTIES IDENTIFIED BY WAGE RATE ZONES" is provided in the contract. Any wage rate that is not listed must be submitted to the Engineer for approval. IMPORTANT NOTICE FOR STATE
PROJECTS; only the controlling wage rate zone applies to the contract. Effective 1-6-2012
CLASS. #CLASSIFICATION DESCRIPTION
ZONE
TX07
1/6/12
ZONE
TX08
1/6/12
ZONE
TX11
1/6/12
ZONE
TX12
1/6/12
ZONE
TX14
1/6/12
ZONE
TX16
1/6/12
ZONE
TX18
1/6/12
ZONE
TX34
1/6/12
ZONE
TX35
1/6/12
ZONE
TX37
1/6/12
ZONE
TX38
1/6/12
ZONE
TX40
1/6/12
ZONE
TX41
1/6/12
ZONE
TX54
1/6/12
ZONE
TX56
1/6/12
ZONE
TX63
1/6/12
1187 Mechanic $20.14 $15.47 $17.47 $17.10 $17.68 $18.94 $18.58 $16.61 $18.46 $16.96
1380 Milling Machine Operator $15.54 $14.64 $12.22 $14.18 $14.32 $14.35 $12.86 $14.75 $13.53
1390 Motor Grader Operator, Fine Grade $17.49 $16.52 $16.88 $18.51 $16.69 $16.13 $17.19 $18.35 $17.07 $17.74 $17.47 $17.08 $15.69 $20.01
1393 Motor Grader Operator, Rough $16.15 $14.62 $15.83 $17.07 $14.63 $18.50 $16.02 $16.44 $15.12 $14.47 $17.39 $14.23 $15.53
1413 Off Road Hauler $10.08 $11.88 $12.25 $12.23 $13.00 $14.60
1196 Painter, Structures $18.34 $21.29 $18.62
1396 Pavement Marking Machine Operator $16.42 $13.10 $19.17 $12.01 $13.63 $14.60 $13.17 $16.65 $10.54 $11.18
1443 Percussion or Rotary Drill Operator
1202 Piledriver $14.95
1205 Pipelayer $11.87 $14.64 $12.79 $11.37 $13.24 $12.66 $13.24 $11.17 $11.67 $12.12
1384 Reclaimer/Pulverizer Operator $12.85 $12.88 $11.01 $10.46
1500 Reinforcing Steel Worker $13.50 $14.07 $17.53 $14.00 $16.18 $12.74 $15.83 $17.10 $15.15
1402 Roller Operator, Asphalt $10.95 $11.96 $12.78 $11.61 $13.08 $12.36 $11.68 $11.71 $11.95 $11.50
1405 Roller Operator, Other $10.36 $10.44 $10.50 $11.64 $11.51 $10.59 $10.30 $12.04 $12.85 $11.57
1411 Scraper Operator $10.61 $11.07 $10.85 $12.27 $11.12 $12.96 $11.88 $12.43 $11.22 $13.95 $13.47
1417 Self-Propelled Hammer Operator
1194 Servicer $13.98 $12.34 $14.11 $14.51 $15.56 $13.44 $14.58 $14.31 $13.83 $12.43 $13.72 $13.97
1513 Sign Erector
1708 Slurry Seal or Micro-Surfacing Machine Operator
1341 Small Slipform Machine Operator $15.96
1515 Spreader Box Operator $12.60 $13.12 $14.04 $14.73 $13.84 $13.68 $13.45 $11.83 $13.58
1705 Structural Steel Welder $12.85
1509 Structural Steel Worker $19.29 $14.39
1339 Subgrade Trimmer
1143 Telecommunication Technician
1145 Traffic Signal/Light Pole Worker $16.00
1440 Trenching Machine Operator, Heavy $18.48
1437 Trenching Machine Operator, Light
1609 Truck Driver Lowboy-Float $14.46 $13.63 $13.41 $15.00 $15.93 $15.66 $16.24 $16.39 $14.30 $16.62 $15.63 $14.28 $16.03
1612 Truck Driver Transit-Mix $14.14
1600 Truck Driver, Single Axle $12.74 $10.82 $10.75 $11.79 $13.53 $13.16 $12.31 $13.40 $10.30 $11.61 $11.97 $11.46
1606 Truck Driver, Single or Tandem Axle Dump Truck $11.33 $14.53 $11.95 $11.68 $14.06 $12.62 $11.45 $12.28 $13.08 $11.68 $11.48 $11.10
1607 Truck Driver, Tandem Axle Tractor with Semi Trailer $12.49 $12.12 $12.50 $12.81 $13.16 $12.86 $16.22 $12.50 $13.80 $12.27
1441 Tunneling Machine Operator, Heavy
1442 Tunneling Machine Operator, Light
1706 Welder $14.02 $15.97 $13.74 $14.84 $13.78
1520 Work Zone Barricade Servicer $10.30 $12.88 $11.46 $11.70 $11.85 $10.77 $11.68 $12.20 $11.22 $11.51 $12.96 $10.54 $11.67
Notes:
Any worker employed on this project shall be paid at the rate of one and one half (1-1/2) times the regular rate for every hour worked in excess of forty (40) hours per week.
The titles and descriptions for the classifications listed here are further detailed in the AGC of Texas’ Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in
Texas . AGC will make it available on its Web site for any contractor.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Motel 6 & Studio 6 Water and Sewer
CPN 101726
GC-6.09 Permits and Utilities
THIS PAGE LEFT INTENTIONALLY BLANK
Approval Form
Approval Form
Online version 11/2005
APPROVAL
Page 1 of 2
To Pamela Salvador Date 8/29/2019
City of Fort Worth Application No. FTW20190730142110
200 Texas Street District App. No. 220N-WL-IH820-19
Fort Worth, TX 76102 Highway IH 0820
Control Section 000814
Maintenance Section North Tarrant
County Tarrant
TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by
Notice of Proposed Utility Installation No. FTW20190730142110 (District Application No. 220N-WL-IH820-19)
dated 8/29/2019 and accompanying documentation, except as noted below.
A COPY OF THIS PERMIT IN ITS ENTIRETY MUST BE ON SITE AT ALL TIMES! Contractor is required to
contact TxDOT Traffic Operations group at 817-370-3664 prior to beginning and excavation work in the area of
existing utilities. The Utility Owner is to send a Conduct Inspection action with the On-Site Contractor’s
contact information through the UIR website 48 hours prior to commencing work. CONTRACTOR is to contact
Inspector Gavino Talamantez at Cell 817-240-9134 or 817-370-6668 with his 48-hour Notice and TCP
submission from the most recent edition of the TCPs Standards * 48 hours prior to commencing work. Utility
Owner Shall Not cut into pavement or rip rap without WRITTEN APPROVAL from TxDOT. *Link to the most
recent TCPs Standards: http://www.dot.state.tx.us/insdtdot/orgchart/cmd/cserve/standard/toc.htm
When installing utility lines on controlled access highways, your attention is directed to governing laws, especially to
Texas Transportation Code, Title 6, Chapter 203, pertaining to Modernization of State Highways; Controlled Access
Highways. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b)
nearby or adjacent public roads or streets, (c) trails along or near the highway right-of-way lines, connecting only to an
intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for
normal service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways
and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an
emergency situation occurs and usual means of access for normal service operations will not permit the immediate
action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of
the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and
ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the
Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation
Owner for convenience and safety of highway traffic.
The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum
inconveniences to traffic and adjacent property owners. In the event the Installation Owner fails to comply with any or
all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel
compliance.
It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or
upon this highway; and it is further understood that the TxDOT may require the Installation Owner to relocate this line,
subject to provisions of governing laws, by giving thirty (30) days written notice.
If construction has not started within six (6) months of the date of this approval, the approval will automatically expire
and you will be required to submit a new application. You are also requested to notify this office prior to
commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of-
way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance,
type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in
highway planting and beautification, by reducing damage due to trimming.
Special Provisions:
You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper
inspection and coordination of work days and traffic control plans. Use the UIR website for the 48-hour notification.
DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are
also required to keep a copy of this Approval, the Notice of Proposed Installation, and any approved amendments at
the job site at all times.
Texas Department of Transportation
By Ben Trevino
http://apps.dot.state.tx.us/apps/UIRPROv2/lib/NoticeApproval.asp?ApproverID=DOT20161020091023&...
8/29/2019
Approval Form Page 2 of 2
Title Utiltity Coordinator
District Fort Worth
http://apps.dot.state.tx.us/apps/UIRPROv2/lib/NoticeApproval.asp?ApproverID=DOT20161020091023&... 8/29/2019
Page 1
FORT WORTH DISTRICT UTILITY DIRECTORY
02 - FTW - 08/01/2019
FORT WORTH DISTRICT UTILITY OFFICE OFFICE PHONE
Bill McCoy Right of Way Project Delivery Manager 817-370-6950
Doug Fain Utility Coordinator Douglas.Fain@txdot.gov 817-370-6542
Amar Akram, P.E. Transportation Engineer Amar.Akram@txdot.gov 817-370-6681
Rebecca Booher Utility Coordinator-Permits Rebecca.Booher@txdot.gov 817-370-6534
Aucensio (AJ) Mata Utility Coordinator aucensio.mata@txdot.gov 817-370-6865
Dustin Deaton Utility Coordinator Dustin.Deaton@txdot.gov 817-370-6588
UTILITY INSPECTORS
Gavino Talamantez - North Gavino.Talamantez@txdot.gov Cell-817-240-9134 817-370-6668
Ben Trevino - South Ben.Trevino@txdot.gov Cell-817-307-1617 817-370-6523
(50) JOHNSON COUNTY AREA OFFICE : 817-202-2900
Paul Spraggins, P.E. - Area Engineer 817-202-2900
Peter Ross, P.E. - Asst. Area Engineer 817-202-2939
(51) WISE & JACK COUNTY AREA OFFICES : 940-626-3400
Edrean Cheng, P.E. - Area Engineer 940-626-3400
Oscar Chavez, P.E.- Asst. Area Engineer 940-626-3400
(52) NORTH TARRANT COUNTY AREA OFFICE (N. OF IH-30) : 817-399-4302
Minh Tran, P.E. - Area Engineer 817-399-4302
Aureliano Flores, P.E. - Asst. Area Engineer 817-399-4302
(54) SOUTH TARRANT COUNTY AREA OFFICE (S. OF 1H-30) : 817-370-6640
Randy Bowers, P.E. - Area Engineer 817-370-6640
Ram Gupta, P.E. - Asst. Area Engineer 817-370-6640
(56) ERATH, HOOD & SOMERVELL COUNTY AREA OFFICES : 254-965-3511
David Fowler, P.E. Area Engineer 254-965-3511
Sarah Horner, P.E. Assistant Area Engineer. 254-965-3511
(57) PARKER & PALO PI NTO COUNTY AREA OFFICES : 682-229-2800
David Neeley, P.E. Area Engineer 682-229-2800
Janet Crawford, P.E. Assistant Area Engineer. 682-229-2800
Matt Evans, P.E. - District Maintenance Director
Jennifer Giovando - Office Mgr.
Margaret Jasso - Driveways, Access and Storm Drain Permits
817-370-6521
817-370-6524
817-370-6527
Page 1
DRIVEWAYS/STORM DRAINS/TEMPORARY ACCESS/OVERSIZE /OVERWEIGHT PERMITS
Page 2
Irene Dominguez - Oversize/Overweight Permits & Adopt a Highway 817-370-6672
Vacant Supervisor 817-370-6942
JOHNSON COUNTY M AINTENANCE
Scott Jones Maintenance Supervisor 817-202-2900
Bryan Anderson Utility Permits Inspector Cell-817-291-0794 817-202-2900
Cody Kercheval Utility Permits Inspector Cell-817-666-9798 817-202-2900
WISE & JACK COUNTY MAINTENANCE
Colt Wright Maintenance Supervisor 940-626-3400
Keith Prochnow Utility Permit Inspector - Wise Cell: 817-296-1956 940-626-3400
Jana Robinson Utility Permit Inspector - Jack Cell: 940-567-6611 940-626-3400
Wesley Harrison Utility Permit Inspector Cell: 817-709-6664 940-626-3400
NORTH TARRANT COUNTY MAINTENANCE
Mike Sepeda Maintenance Supervisor 817-399-4350
Ben Trevino North Tarrant County Utilities Inspector Cell-817-307-1617 817-370-6523
SOUTH TARRANT COUNTY MAINTENANCE
Ralph Garza Maintenance Supervisor 817-370-6903
Ben Trevino South Tarrant County Utilities Inspector Cell-817-307-1617 817-370-6523
ERATH, HOOD, SOMERVELL COUNTY MAINTENANCE
Jared Browder Maintenance Supervisor 254-965-3511
Michael Millsap Utility Permit Inspector Cell-254-413-5058 254-965-3511
PARKER & PALO PINTO COUNTY MAINTENANCE
Tom Brown Maintenance Supervisor 682-229-2804
Charlie Neal Utility Permits Inspector 682-258-4656
The mission of the Texas Department of Transportation is to provide safe, effective and efficient movement of people and goods
Please refer to the Texas Manual on Uniform Traffic Control Devices (TMUTCD) for questions concerning traffic control plans.
http://ftp.dot.state.tx.us/pub/txdot‐info/trf/tmutcd/2011‐rev‐2/6.pdf
WHILE WORKING ON THE TXDOT RIGHT OF WAY: HARD HATS, CLASS-3 SAFETY VESTS AND STEEL TOED BOOTS
ARE REQUIRED AT ALL TIMES. A COPY OF THE UTILITY OWNER'S PERMIT MUST BE ON SITE AT ALL TIMES.
Page 2
817-370-3661 Emergency Contact Number: Control Room - 24 Hours
817-370-3661 Line Locations: Contact Control Room Office for Form
FORT WORTH DISTRICT MAINTENANCE OFFICES
EMERGENCY UTILITY CONTACT: Traffic Control Room - 24-Hours 817-370-3661
TXDOT'S MISSION STATEMENT
SAFETY
TRAFFIC SIGNALS, TRAFFIC MANAGEMENT, MESSAGE BOARDS - 817-370-3661
Form 1058 Permit to Construct Access Driveway Facilities
on Highway Right of Way Page 1 of 2
(Rev. 12/17)
Design of facilities shall be as follows and/or as shown on sketch on page 2 and is subject to conditions stated below:2.
The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance
of an access driveway on the state highway right of way.
1.
Subject to the Access Driveway Policy described on page 2 and the following:
.County, located
instore, retail mall, farm, etc.) access driveway on the highway right of way abutting highway number
(residential, convenience reconstruct a construct / hereinafter called the Permittee, to
,The Texas Department of Transportation, hereinafter called the State, hereby authorizes
PERMIT NUMBER:
REQUESTOR
32.806839, -97.417126
0008
GPS*
LATITUDE, LONGITUDE
NAME
MAILING ADDRESS
ROADWAY
HWY NAME
14SECTION
Loop 820
CONTROL
FOR TxDOT'S USE
CITY OF FORT WORTH
STORM WATER DRAINAGE IMPROVEMENT
LOOP820 TARRANT
USE ADDITIONAL SHEETS AS NEEDED
~250' SOUTH OF NW LOOP 820 AND HIGHWAY 199, FORT WORTH, TEXAS
PARUL PATEL
624 BOYD ROAD
PHONE NUMBER
*GLOBAL POSITIONING SYSTEM COORDINATES AT INTERSECTION OF DRIVEWAY CENTERLINE WITH ABUTTING ROADWAY
817-708-2422
CITY, STATE, ZIP AZLE, TEXAS 76020
10-SD-83-19
SEE ATTACHED PERMIT PLANS SIGNED AND SEALED BY PAMELA SALVADOR, P.E. ON NOVEMBER 21, 2019 WITH THE LINK
PROVIDED IN THE EMAIL. UPON RECEIPT OF APPROVED PERMIT, PRIMARY CONTRACTOR SHALL CONTACT PERMIT INSPECTOR
48 HRS PRIOR TO BEGINNING WORK.
3. Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to
require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the
highway. Changes in design will be made only with approval of the State.
All construction of materials shall be subject to inspection and approval by the State.
4. The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or
property damage sustained by reason of the exercise of this permit.
5.Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over
any portion of the highway right of way, and vehicle service fixtures such as fuel pumps, vendor stands, or tanks and shall be
located at least 12 feet from the right of way line to ensure that any vehicle services from these fixtures will be off the highway right
of way.
6. The State reserves the right to require a new access driveway permit in the event of a material change in land use or change in
driveway traffic volume or vehicle types.
7. This permit will become null and void if the above-referenced driveway facilities are not constructed within six (6) months from the
issuance date of this permit.
8. The Permittee will contact the State’s representative
telephone, ( ) , at least twenty-four (24) hours prior to beginning the work authorized by this permit.291 - 6413817
Permit Inspector Bill Boothe (Bill.Boothe@txdot.gov)
The requesting Permittee will be provided instructions on the appeal process if this permit request is denied by the State.9.
Date of Issuance State Authorized Representative
The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance of an
access driveway on the highway right of way.
Signed:Date:
(Property owner or owner’s representative)
DocuSign Envelope ID: D90F27EC-EAEB-45D0-A20E-64ED97699340
1/16/2020
Form 1058 (Rev. 12/17)
Page 2 of 2
Access Driveway Policy
Title 43 Texas Administrative Code (Transportation), Chapter 11 (Design), Subchapter C (Access Connections To State Highways) and
the "Access Management Manual" establish policy for the granting of access and the design, materials, and construction of driveways
connecting to state highways. All driveway facilities must follow this policy.
For a local contact for your TxDOT Driveway Permit Request visit: http://www.txdot.gov/inside-txdot/district.html. You can click on the
section of the map closest to your location to find the local TxDOT office. You can also click on the drop down box below the map to
find the district for your county.
TxDOT Driveway Permit Request Contact
Sketch of Installation
(Use additional sheets as needed)
DocuSign Envelope ID: D90F27EC-EAEB-45D0-A20E-64ED97699340
DocuSign Envelope ID: D90F27EC-EAEB-45D0-A20E-64ED97699340
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Motel 6 & Studio 6 Water and Sewer
CPN 101726
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY
OF
FORT WORTH WATER DEPARTMENT'S
STANDARD PRODUCTS LIST
UPDATED: 06-15-2018
Note: All water or sewer pipe larger than 15" shall be approved for use by the Water
Department on project specific basis. Special bedding may be required for some pipes. Prepared 6/15/2018 Page 1
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.
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
WASTEWATER
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
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
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.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" 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" DI 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" DI MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" DI MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" DI MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
08/24/17 33 05 13.01 30" DI MH Ring and Cover (Hinge & Lock) Composite SewperCover and Cover w/Lock HD/FRP Composite 30" Dia.
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.
Manholes & Bases/New/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 Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Manholes & Bases/New/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"
* 33 39 10 Manhole, Precast Concrete Forterra(formerly Gifford-Hill, Hanson ) ASTM C 478 48"
04/26/00 33 39 10 MH, Single Offset Seal Joint Forterra(formerly Gifford-Hill, Hanson ) Type F Dwg 35-0048-001 ASTM C 478 48" Diam MH
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 (Reinforce Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
Manholes & Bases/New/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
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
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
Pipe/New/Centrifugally Cast Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
10/30/03 Glass-Fiber Reinforced Polymer Pipe Amitech USA 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
Pipes/New/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
Pipes/New/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, Class AWWA C150, C151 3" thru 24"
* 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe AWWA C150, C151 4", 8" & 10"
* 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
CITY
OF
FORT WORTH WATER DEPARTMENT'S
STANDARD PRODUCTS LIST
UPDATED: 06-15-2018
Note: All water or sewer pipe larger than 15" shall be approved for use by the Water
Department on project specific basis. Special bedding may be required for some pipes. Prepared 6/15/2018 Page 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Pipes/New/PVC (Pressure) 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"
Pipes/New/HDPE (Pipe Bursting/Sliplining) 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
Pipes/New/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe Certain-Teed Products Corp ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Napco Manufacturing Corp ASTM D 3034, D 1784 4" & 8"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789, ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
33-31-20 PVC Sewer Pipe Royal Building Products Royal Seal Solid Wall Pipe SDR 26 & 35 ASTM 3034 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) ASTM F 679 18" - 27"
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 PS 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
11/17/99 E100-2 Closed Profile PVC Pipe Diamond Plastics Corporation ASTM 1803/F794 18" to 48"
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"
Pipes/New/Ribbed 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"
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
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
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
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" <1><2>
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" <1><2>
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" <1><2>
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
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
Coatings/Polyurethane
None
Combination Air Valves for Sanitary Sewer Force Mains
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
WATER
Pipes/33-31-70 (01/08/13)
01/18/18
33-11-12
PVC Pressure Pipe
Vinyltech PVC Pipe
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 34 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 34 11 12 PVC Pressure Pipe Diamond Plastics Corporation Trans 21, DR 14, DR 18 AWWA C900 16",-24"
Pipes/Valves & Fittings/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 1" & 2"
*
E1-11
Combination Air Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. A5,
A10 & A20
1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
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" <4>
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"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
CITY
OF
FORT WORTH WATER DEPARTMENT'S
STANDARD PRODUCTS LIST
UPDATED: 06-15-2018
Note: All water or sewer pipe larger than 15" shall be approved for use by the Water
Department on project specific basis. Special bedding may be required for some pipes. Prepared 6/15/2018 Page 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
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 Eagle
Loc 900)
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"
BOLTS, NUTS, AND GASKETS 33-11-05 (01/08/13)
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 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
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"
Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
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 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"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. L22-77NL AWWA C800 2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-NL,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. L22-66NL AWWA C800 1-1/2"
FB600-4-NL, FB1600-4-NL, B11-444-WR-NL,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. B22444-WR-NL, L28-44NL AWWA C800 1"
B-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 2"
B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2"
AWWA C800, ANSF 61,
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,H-15000N, H-15530N 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 240 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
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
CITY
OF
FORT WORTH WATER DEPARTMENT'S
STANDARD PRODUCTS LIST
UPDATED: 06-15-2018
Note: All water or sewer pipe larger than 15" shall be approved for use by the Water
Department on project specific basis. Special bedding may be required for some pipes. Prepared 6/15/2018 Page 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
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"
NOTES * From Original Standard Products List
<1> Carrier Pipe I.D.
<2> Above 48" Apprvoed on case by case basis
<3> 30-inch and larger requires By-Pass
<4> Product Approved to 36" However, C905 PVC Pipe is only approved up to 24"
The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical
Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s
Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water
Department’s Standard Products List.
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.
s