HomeMy WebLinkAboutContract 53031-PM1CITY SECRETARY
CONTRACT NO. _5 3031-PM I FoRrWoRTH
~
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
AVILLA FOSSIL CREEK
City Project No. 102203
Water Project No. 56008-0600430-102203-001580
Sewer Project No. 56008-0700430-102203-001380
W-2642
Betsy Price
Mayor
X-26097
Christopher P . Harder, P.E.
Director, Water Department
Steve Cooke
David Cooke
City Manager
Interim Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
September 2019
BGE Inc.
TBPE Registration No . F-1046
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH,. TX
Avilla Fossil Creek – Project Manual
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM – DEVELOPER AWARDED PROJECTS Avilla Fossil Creek – Project Manual
Form Revised April 2, 2014
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 Projects 19
20
Division 01 - General Requirements 21
01 11 00 Summary of Work 22
01 25 00 Substitution Procedures 23
01 31 19 Preconstruction Meeting 24
01 31 20 Project Meetings 25
01 32 16 Construction Progress Schedule 26
01 32 33 Preconstruction Video 27
01 33 00 Submittals 28
01 35 13 Special Project Procedures 29
01 45 23 Testing and Inspection Services 30
01 50 00 Temporary Facilities and Controls 31
01 55 26 Street Use Permit and Modifications to Traffic Control 32
01 57 13 Storm Water Pollution Prevention Plan 33
01 58 13 Temporary Project Signage 34
01 60 00 Product Requirements 35
01 66 00 Product Storage and Handling Requirements 36
01 70 00 Mobilization and Remobilization 37
01 71 23 Construction Staking 38
01 74 23 Cleaning 39
01 77 19 Closeout Requirements 40
01 78 23 Operation and Maintenance Data 41
01 78 39 Project Record Documents 42
43
TxDOT Specifications specifically selected by the Engineer for this 44
Project; hard copies are included in the Project’s Contract Documents: 45
46
TxDOT Item No. 466 47
TxDOT Item No. 467 48
TxDOT Item No. 4153 49
Avilla Fossil Creek – Project Manual
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM – DEVELOPER AWARDED PROJECTS Avilla Fossil Creek – Project Manual
Form Revised April 2, 2014
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
7
8
Division 02 - Existing Conditions 9
02 41 13 Selective Site Demolition 10
02 41 14 Utility Removal/Abandonment 11
02 41 15 Paving Removal 12
13
Division 03 - Concrete 14
03 30 00 Cast-In-Place Concrete 15
03 34 13 Controlled Low Strength Material (CLSM) 16
03 34 16 Concrete Base Material for Trench Repair 17
03 80 00 Modifications to Existing Concrete Structures 18
19
Division 31 - Earthwork 20
31 10 00 Site Clearing 21
31 23 16 Unclassified Excavation 22
31 23 23 Borrow 23
31 24 00 Embankments 24
31 25 00 Erosion and Sediment Control 25
31 36 00 Gabions 26
31 37 00 Riprap 27
28
Division 32 - Exterior Improvements 29
32 01 17 Permanent Asphalt Paving Repair 30
32 01 18 Temporary Asphalt Paving Repair 31
32 01 29 Concrete Paving Repair 32
32 11 23 Flexible Base Courses 33
32 11 29 Lime Treated Base Courses 34
32 11 33 Cement Treated Base Courses 35
32 12 16 Asphalt Paving 36
32 12 73 Asphalt Paving Crack Sealants 37
32 13 13 Concrete Paving 38
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 39
32 13 73 Concrete Paving Joint Sealants 40
32 14 16 Brick Unit Paving 41
32 16 13 Concrete Curb and Gutters and Valley Gutters 42
32 17 23 Pavement Markings 43
32 31 13 Chain Link Fences and Gates 44
32 31 26 Wire Fences and Gates 45
32 31 29 Wood Fences and Gates 46
32 32 13 Cast-in-Place Concrete Retaining Walls 47
32 91 19 Topsoil Placement and Finishing of Parkways 48
32 92 13 Hydro-Mulching, Seeding, and Sodding 49
32 93 43 Trees and Shrubs 50
51
Avilla Fossil Creek – Project Manual
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM – DEVELOPER AWARDED PROJECTS Avilla Fossil Creek – Project Manual
Form Revised April 2, 2014
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
33 39 60 Epoxy Liners for Sanitary Sewer Structures 51
Avilla Fossil Creek – Project Manual
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM – DEVELOPER AWARDED PROJECTS Avilla Fossil Creek – Project Manual
Form Revised April 2, 2014
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 1
33 41 11 HDPE Storm Sewer Pipe 2
33 46 00 Sub drainage 3
33 46 01 Slotted Storm Drains 4
33 46 02 Trench Drains 5
33 49 10 Cast-in-Place Manholes and Junction Boxes 6
33 49 20 Curb and Drop Inlets 7
33 49 40 Storm Drainage Headwalls and Wingwalls 8
9
Division 34 – Transportation 10
34 41 10 Traffic Signals 11
34 41 13 Removing Traffic Signals 12
34 41 20 Roadway Illumination Assemblies 13
34 41 30 Aluminum Signs 14
34 71 13 Traffic Control 15
16
17
18
Appendix 19
GC-4.01 Availability of Lands 20
GC-4.02 Subsurface and Physical Conditions 21
22
GC-4.04 Underground Facilities 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
GC-6.24 Nondiscrimination 28
GR-01 60 00 Product Requirements 29
30
END OF SECTION31
00 42 43
DAP - BID PROPOSAL
Page 1 of 7
1 3305.0109 Trench Safety 33 05 10 LF 30 $2.00 $60.00
2 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 0.2 $5,000.00 $1,000.00
3 3311.0161 6" PVC Water Pipe 33 11 12 LF 20 $35.00 $700.00
4 3312.2803 4" Water Meter and Vault 33 12 11 EA 2 $16,200.00 $32,400.00
6 3312.4112 24" x 6" Tapping Sleeve & Valve 33 12 25 EA 2 $6,500.00 $13,000.00
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
37
38
39
40
41
42
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price Bid Value
Project Item Information
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
TOTAL UNIT I: WATER IMPROVEMENTS $47,160.00
Bid
Quantity
Bidlist Item
No.
UNIT I: WATER IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018 Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 2 of 7
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price Bid Value
Project Item Information
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
Bidlist Item
No.
1 3301.0101 Manhole Vacuum Testing 33 01 30 EA 1 $200.00 $200.00
2 3305.0109 Trench Safety 33 05 10 LF 14 $2.00 $28.00
3 3305.0113 Trench Water Stops 33 05 15 EA 1 $300.00 $300.00
4 3331.4115 8" Sewer Pipe 33 11 10 LF 14 $40.00 $560.00
5 3339.0003 Wastewater Access Chamber 33 31 50 EA 1 $1,000.00 $1,000.00
6 3339.1202 6' Drop Manhole 33 39 10 EA 1 $14,800.00 $14,800.00
7 3339.0001 Epoxy Manhole Liner 33 39 60 VF 15 $225.00 $3,375.00
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
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $20,263.00
UNIT II: SANITARY SEWER IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018 Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 3 of 7
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price Bid Value
Project Item Information
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
Bidlist Item
No.
1 466 6166 Wingwall (CH-FW-0)466 EA 1 $8,800.00 $8,800.00
2 467 6119 Type II Safety End Treatment SET(2)(FW)467 EA 1 $8,200.00 $8,200.00
3 3124.0101 Embankment by Plan 31 24 00 CY 400 $35.00 $14,000.00
4 3125.0101 SWPPP ≥ 1 acre 31 25 00 LS 1 $15,000.00 $15,000.00
5 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 162 $70.00 $11,340.00
6 3292.0400 Seeding, Hydromulch 32 92 13 SY 250 $5.00 $1,250.00
7 3305.0109 Trench Safety 33 05 10 LF 919 $2.00 $1,838.00
8 3341.0201 21" RCP, Class III 33 41 10 LF 25 $55.00 $1,375.00
9 3341.0602 60" RCP, Class III 33 41 10 LF 919 $375.00 $344,625.00
10 3349.0003 6' Storm Junction Box 33 49 10 EA 2 $8,800.00 $17,600.00
11 3349.0106 Manhole Steps 33 49 10 EA 20 $200.00 $4,000.00
12 3349.7001 4' Drop Inlet 33 49 20 EA 1 $4,500.00 $4,500.00
13 9999.0001 Contech Armor Flex 4153 SY 135 $80.00 $10,800.00
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
TOTAL UNIT III: DRAINAGE IMPROVEMENTS $443,328.00
UNIT III: DRAINAGE IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018 Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 4 of 7
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price Bid Value
Project Item Information
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
Bidlist Item
No.
1
2
3
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
37
38
39
40
41
42
UNIT IV: PAVING IMPROVEMENTS
TOTAL UNIT IV: PAVING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018 Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 5 of 7
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price Bid Value
Project Item Information
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
Bidlist Item
No.
1
2
3
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
37
38
39
40
41
42
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018 Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAL
Page 6 of 7
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price Bid Value
Project Item Information
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
Bidlist Item
No.
1
2
3
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
37
38
39
40
41
42
TOTAL UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018 Bid Proposal_DAP
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
00 42 43
DAP - BID PROPOSAL.
Pfye 7,)f7
Bidder's Application
Project Item Information Bidder's Proposal
Bidhst Item Description Specifrcution Unit of Bid Unit Price Bid Value
No Section I Measure Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS $47,1
UNIT II: SANITARY SEWER IMPROVEMENTS $20.2
UNIT III: DRAINAGE IMPROVEMENTS $443,3
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
This Bid is submitted by the entity named below:
BIDDER:
Bandera Utility Contractors Inc
416 Interchange Street
McKinney, l X 78071
47:•5i8-9466
Contractor agrees to complete NORM for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
Total Construction Rid $610.751.00
BY: %I. • tIT rcr k
TITLE: 1 rrsirle
DATE: Ci
calendar days after The date when the
END OF SECTION
CITY OF FORT WORTII
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS
Form Va.= Febr—y Ib, 2018 Bid hapawl DAP
01 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 3
CITY OF FORT WORTH Avilla Fossil Creek
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102203
Revised April 2, 2014
SECTION 00 45 11 1
BIDDERS PREQUALIFICATIONS 2
3
1. Summary. All contractors are required to be prequalified by the City prior to submitting 4
bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 5
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 6
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 7
Prequalification Application in accordance with the requirements below. 8
9
The prequalification process will establish a bid limit based on a technical evaluation and 10
financial analysis of the contractor. The information must be submitted seven (7) days prior 11
to the date of the opening of bids. For example, a contractor wishing to submit bids on 12
projects to be opened on the 7th of April must file the information by the 31st day of March 13
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder’s 14
Prequalification Application, the following must accompany the submission. 15
a. A complete set of audited or reviewed financial statements. 16
(1) Classified Balance Sheet 17
(2) Income Statement 18
(3) Statement of Cash Flows 19
(4) Statement of Retained Earnings 20
(5) Notes to the Financial Statements, if any 21
b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles 22
of Incorporation, Articles of Organization, Certificate of Formation, LLC 23
Regulations, Certificate of Limited Partnership Agreement). 24
c. A completed Bidder Prequalification Application. 25
(1) The firm’s Texas Taxpayer Identification Number as issued by the Texas 26
Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 27
number visit the Texas Comptroller of Public Accounts online at the 28
following web address www.window.state.tx.us/taxpermit/ and fill out the 29
application to apply for your Texas tax ID. 30
(2) The firm’s e-mail address and fax number. 31
(3) The firm’s DUNS number as issued by Dun & Bradstreet. This number 32
is used by the City for required reporting on Federal Aid projects. The DUNS 33
number may be obtained at www.dnb.com. 34
d. Resumes reflecting the construction experience of the principles of the firm for firms 35
submitting their initial prequalification. These resumes should include the size and 36
scope of the work performed. 37
e. Other information as requested by the City. 38
39
2. Prequalification Requirements 40
a. Financial Statements. Financial statement submission must be provided in 41
accordance with the following: 42
(1) The City requires that the original Financial Statement or a certified copy 43
be submitted for consideration. 44
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 3
CITY OF FORT WORTH Avilla Fossil Creek
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102203
Revised April 2, 2014
(2) To be satisfactory, the financial statements must be audited or reviewed 1
by an independent, certified public accounting firm registered and in 2
good standing in any state. Current Texas statues also require that 3
accounting firms performing audits or reviews on business entities within 4
the State of Texas be properly licensed or registered with the Texas State 5
Board of Public Accountancy. 6
(3) The accounting firm should state in the audit report or review whether 7
the contractor is an individual, corporation, or limited liability company. 8
(4) Financial Statements must be presented in U.S. dollars at the current rate 9
of exchange of the Balance Sheet date. 10
(5) The City will not recognize any certified public accountant as 11
independent who is not, in fact, independent. 12
(6) The accountant’s opinion on the financial statements of the contracting 13
company should state that the audit or review has been conducted in 14
accordance with auditing standards generally accepted in the United 15
States of America. This must be stated in the accounting firm’s opinion. 16
It should: (1) express an unqualified opinion, or (2) express a qualified 17
opinion on the statements taken as a whole. 18
(7) The City reserves the right to require a new statement at any time. 19
(8) The financial statement must be prepared as of the last day of any month, 20
not more than one year old and must be on file with the City 16 months 21
thereafter, in accordance with Paragraph 1. 22
(9) The City will determine a contractor’s bidding capacity for the purposes 23
of awarding contracts. Bidding capacity is determined by multiplying the 24
positive net working capital (working capital = current assets – current 25
liabilities) by a factor of 10. Only those statements reflecting a positive 26
net working capital position will be considered satisfactory for 27
prequalification purposes. 28
(10) In the case that a bidding date falls within the time a new financial 29
statement is being prepared, the previous statement shall be updated with 30
proper verification. 31
b. Bidder Prequalification Application. A Bidder Prequalification Application must be 32
submitted along with audited or reviewed financial statements by firms wishing to be 33
eligible to bid on all classes of construction and maintenance projects. Incomplete 34
Applications will be rejected. 35
(1) In those schedules where there is nothing to report, the notation of 36
“None” or “N/A” should be inserted. 37
(2) A minimum of five (5) references of related work must be provided. 38
(3) Submission of an equipment schedule which indicates equipment under 39
the control of the Contractor and which is related to the type of work for 40
which the Contactor is seeking prequalification. The schedule must 41
include the manufacturer, model and general common description of 42
each piece of equipment. Abbreviations or means of describing 43
equipment other than provided above will not be accepted. 44
45
3. Eligibility to Bid 46
a. The City shall be the sole judge as to a contractor’s prequalification. 47
b. The City may reject, suspend, or modify any prequalification for failure by the 48
contractor to demonstrate acceptable financial ability or performance. 49
c. The City will issue a letter as to the status of the prequalification approval. 50
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 3
CITY OF FORT WORTH Avilla Fossil Creek
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102203
Revised April 2, 2014
d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 1
the prequalified work types until the expiration date stated in the letter. 2
3
4
5
6
7
END OF SECTION8
0045 12
DAP PREQUALIFICATION 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
Type" box provide the complete major work 1yVe and actual description as provided by the Water
Department for water and sewer and TPW for paying.
Major Work Type
Contractor/Subcontractor Company Name
Prequalification
Ex iration Date
Sewer Collection System,
Bandera Utility Contractors, Inc.
4-30-2020
Development, 8-inches and
smaller
Water Distribution,
Bandera Utility Contractors, Inc
4-30-2020
Development, 8-inch diameter
and smaller
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Bandera Utility Contractors, Inc BY: M. JeF re l Iicks
416 Interchange Street
McKinney, TX 75071 �r
972-548-8466 (Signature)
TITLE: resident
DATE: 0rt113(Iurti
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT —DEVELOPER AWARDED PROJECTS
Contract Book
Form Version September 1, 2015
01 78 39 - 1
PROJECT RECORD DOCUMENTS
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. 102203.
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:
Ban era Utility Contractors, Inc
Company
1is11MMN�
Address
By: M Jeffrey Hicks
(Pleag@ Print)
Signature:
McKinney, Texas Z5071 Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
M Jeffrey Hicks , 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
for the purposes and consideration therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 13th day. of
Sept , 2019.
AA,,-
Notaty Public in and for the State of Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
`Y %- .Eason Wayne Lewis
My Commission EXOGe
iv 08/09/2022
ID No, 11857396
AVILLA FOSSIL CREEK
102203
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of4
1 SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on Q-1S - ZD( °_ is made by and between the Developer, (NexMetro
5 Fossil Creek, LP), authorized to do business in Texas ("Developer"), and Bandera Utility Contractors,
6 Inc , authorized to do business in Texas, acting by and through its duly
7 authorized representative, ("Contractor").
8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project
12 identified herein.
13 Article 2. PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is generally
15 described as follows:
16 A VILLA FOSSIL CREEK
17 102203
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are
21 of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 90 calendar days after the date when the
24 Contract Time commences to run as provided in Paragraph 2.04 of the Standard City Conditions of
25 the Construction Contract for Developer Awarded Projects.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer
28 financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus
29 any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the
30 Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays,
31 expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the
32 Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof
33 , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer Zero Dollars ($0.00) for each day that expires after the time specified in Paragraph 3.2
35 for Final Acceptance until the City issues the Final Letter of Acceptance.
36
37
38
39
40
41
42
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102203
Revised April 2, 2014
005243-2
Developer Awarded Project Agreement
Page 2 of 4
43
44 Article 4. CONTRACT PRICE
45 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
46 Documents an amount in current funds of Five Hundred Ten Thousand Seven Hundred Fifty
47 One Dollars ($ 510,751.00 1.
48 Article 5. CONTRACT DOCUMENTS
49 5.1 CONTENTS:
50 A.The Contract Documents which comprise the entire agreement between Developer and Contractor
51 concerning the Work consist of the following:
52 1. This Agreement.
53 2. Attachments to this Agreement:
54 a. Bid Form (As provided by Developer)
55 1) Proposal Form (DAP Version)
56 2) Prequalification Statement
57 3) State and Federal documents (project specific)
58 b. Insurance ACORD Form(s)
59 c. Payment Bond (DAP Version)
60 d. Performance Bond (DAP Version)
61 e. Maintenance Bond (DAP Version)
62 f. Power of Attorney for the Bonds
63 g. Worker's Compensation Affidavit
64 h. MBE and/or SBE Commitment Form (If required)
65 3. Standard City General Conditions of the Construction Contract for Developer Awarded
66 Projects.
67 4. Supplementary Conditions.
68 5. Specifications specifically made a part of the Contract Documents by attachment or, if not
69 attached, as incorporated by reference and described in the Table of Contents of the Project's
70 Contract Documents.
71 6. Drawings.
72 7. Addenda.
73 8. Documentation submitted by Contractor prior to Notice of Award.
74 9. The following which may be delivered or issued after the Effective Date of the Agreement
75 and, if issued, become an incorporated part of the Contract Documents:
76 a. Notice to Proceed.
77 b. Field Orders.
78 c. Change Orders.
79 d. Letter of Final Acceptance.
80
81
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102203
Revised April 2, 2014
005243-3
Developer Awarded Project Agreement
Page 3 of 4
82 Article 6. INDEMNIFICATION
83 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense,
84 the city, its officers, servants and employees, from and against any and all claims arising out of,
85 or alleged to arise out of, the work and services to be performed by the contractor, its officers,
86 agents, employees, subcontractors, licenses or invitees under this contract. This indemnification
87 provision is specifically intended to operate and be effective even if it is alleged or proven that
88 all or some of the damages being sought were caused, in whole or in part, by any act, omission
89 or negligence of the city. This indemnity provision is intended to include, without limitation,
90 indemnity for costs, expenses and legal fees incurred by the city in defending against such claims
91 and causes of actions.
92
93 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city,
94 its officers, servants and employees, from and against any and all loss, damage or destruction
95 of property of the city, arising out of, or alleged to arise out of, the work and services to be
96 performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees
97 under this contract. This indemnification provision is specifically intended to operate and be
98 effective even if it is alleged or proven that all or some of the damages being sought were caused,
99 in whole or in part, by any act, omission or negligence of the city.
100
101 Article 7. MISCELLANEOUS
102 7.1 Terms.
103 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
104 Construction Contract for Developer Awarded Projects.
105 7.2 Assignment of Contract.
106 This Agreement, including all of the Contract Documents may not be assigned by the Contractor
107 without the advanced express written consent of the Developer.
108 7.3 Successors and Assigns.
109 Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives
110 to the other party hereto, in respect to all covenants, agreements and obligations contained in the
111 Contract Documents.
112 7.4 Severability.
113 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable
114 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall
115 continue to be valid and binding upon DEVELOPER and CONTRACTOR.
116 7.5 Governing Law and Venue.
117 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue
118 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas,
119 Fort Worth Division.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102203
Revised April 2, 2014
005243-4
Developer Awarded Project Agreement
Page 4 of 4
120
121
122 7.6 Authority to Sign.
123 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized
124 signatory of the Contractor.
125
126 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
127 counterparts.
128
129 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
130
131
Contractor:
Bandera Utility Contractors, Inc
MI. WMANT MIA 1.4111110)1'
M Jeffrey Hicks
(Printed Name)
Developer:
NexMetro Fossil Creek
Bv: _
(Signature)
.?4F5 14 14 49-n+vIA�
(Printed Name)
Title: Presodent Title: m &b� l +-k r YZ—
Company Name:'9.ezt Cr,. Company name: ,VeKpefra TOSS; I C rce
Address: 416 Interchange Street Address: 2z2( (..kesae 'B,(u,( , 5k. /ZI 0
RCc (tsar., ,sty,' ZF-s O&L
City/State/Zip: McKinney, TX 75071
09/13/2019
Date
Citv/State/Z
-11(31Z61.1
Date
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102203
Revised April 2, 2014
Bond No. 4427454
1
2
3
4
5
6
7
8
9
10
11
SECTION 00 62 13
PERFORMANCE BOND
THE STATE OF TEXAS §
COUNTY OF TARRANT §
006125-1
PROJECT RECORD DOCUMENTS
Page I of 3
KNOW ALL BY THESE PRESENTS:
That we, Bandera Utility Contractors, Inc. , known as
"Principal" herein and SureTec Insurance Company a corporate
surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, NexMetro
12 Fossil Creek, authorized to do business in Texas ("Developer") and the City of Fort Worth, a
13 Texas municipal corporation ("City"), in the penal sum of, Five Hundred Ten Thousand Seven
14 Hundred Fifty One Dollars ($510,751.00), lawful money of the United States, to be paid in Fort
15 Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly
16 unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
17 administrators, successors and assigns, jointly and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
20 CFA Number 19-0091; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the 1 day of e , 20A, which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as Avilla Fossil Creek.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall
27 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully
28 perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102203
Revised January 31, 2012
00 6I 25 - 2
PROJECT RECORD DOCUMENTS
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 officers on this the 13 day of
9 :5Qrl . , 20
10
11
12
13
14
15
16 ATTEST:
17
18 All
19 (Pri ipal) Secretary
20
21
22
6
23
24
25 ess as to Ppa
26
27
28
29
30
31
32
33
34
35
36
37
39
3
40 Witness as to Surety
41
42
43
PRINCIPAL:
Bandera Otility Contractor Inc.
BY:
Signature
Nam6 and Title
Address: 416 Interchange Street
McKinney, TX 75071
SURETY:
SureTec Insurance Company
BY: _
Signature
Robbi Morales, Attorney -in -fact
Name and Title
Address: 9737 Great Hills Trail Suite 320
Autin TX 78759
Telephone Number: 214/989-0000
44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
45 from the by-laws showing that this person has authority to sign such obligation. If
46 Surety's physical address is different from its mailing address, both must be provided.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102203
Revised January 31, 2012
006125-3
PROJECT RECORD DOCUMENTS
Page 3 of 3
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CITY CONmrms — DEVELOPER AWARDED PROJECTS 102203
Revised January 31, 2012
Bond No. 4427454
006125-1
PROJECT RECORD DOCUMENTS
Page 1 of 2
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, Bandera Utility Contractors, Inc. known as
9 "Principal' herein, and SureTec Insurance Company a
10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas,
11 known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer,
12 NexMetro Fossil Creek, authorized to do business in Texas "(Developer"), and the City of Fort
13 Worth, a Texas municipal corporation ("City"), in the penal sum of Five Hundred Ten Thousand
14 Seven Hundred Fifty One Dollars ($51 U,75 l ffl, lawful money of the United States, to be paid in
15 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly
16 unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
17 administrators, successors and assigns, jointly and severally, firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities Agreement,
20 CFA Number 19-0091; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer, awarded
22 the IS day of Sq$J-. 20_ , which Contract is hereby referred to
23 and made a part hereof for all purposes as if fully set forth herein, to furnish all materials,
24 equipment, labor and other accessories as defined by law, in the prosecution of the Work as
25 provided for in said Contract and designated as Avilla Fossil Creek.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
30 force and effect.
CITY OF FORT WORTH Avilla Fossil Creek
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECCS 102203
Revised January 31, 2012
006125-2
PROJECT RECORD DOCUMENTS
Page 2 of 2
1 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 119 day of
6 _ 5e a�. , 20_L`L.
7
8
9
10
11
12
13
14
ATTEST:
(Pr' cipal) Secretary
fitness as to Principal
ATTEST:
(Surety) Secretary
Witness as to Surety
PRINCIPAL:
Bandera Utilii
M
Inc.
Name and Title
Address: 416 Interchange Street
McKinney, TX 75071
SURETY:
SureTec Insurance Company
Signature
Robbi Morales Attorney -in -fact
Name and Title
Address: 9737 Great Hills Trail, Suite 320
Austin, TX 78759
Telephone Number: 214/989-0000
Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws
showing that this person has authority to sign such obligation. If Surety's physical address is
different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH Avilla Fossil Creek
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102203
Revised January 31, 2012
Bond No. 4427454
00 61 25 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 3
1 SECTION 00 6219
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Bandera Utility Contractors, Inc. 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, NexMetro
12 Fossil Creek, authorized to do business in Texas ("Developer") and the City of Fort Worth, a
13 Texas municipal corporation ("City"), in the sum of Five Hundred Ten Thousand Seven Hundred
14 Fifly One Dollars ($510,751.00), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the
16 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs,
17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
21 CFA Number 19-0091; and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the_l� day of 20AI—I which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other accessories as defined by law, in the prosecution of the
26 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
27 the "Work") as provided for in said Contract and designated as Avilla Fossil Creek, and
28
29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
30 accordance with the plans, specifications and Contract Documents that the Work is and will
31 remain free from defects in materials or workmanship for and during the period of two (2) years
32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
33
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102203
Revised January 31, 2012
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
006125-2
PROJECT RECORD DOCUMENTS
Page 2 of 3
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
A viLLA FOSSIL CREEK
102203
006125-3
PROJECT RECORD DOCUMENTS
Page 3 of 3
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 13 day of
3 20—n—.
4
5
6
7
8
10
11 A EST:
12
13
14 (Pr' ipal} ecretary
15
16
17 R
18
1
2 Witne as to Prmcipal
21
22
23
24
25
26
27
28
29 ATTEST:
31
3
32 (Surety) Secretary
33 --26�_
34
35 Witness as to Surety
36
PRINCIPAL:
Bandera Utility Contractors Inc.
BY: . e�
Sign
e
t" ..
Namd
and Title
Address: 416 Interchange Street
McKinney, TX 75071
SURETY:
SureTec Insurance Company
BY: 7
Signature
Robbi Morales, AttorE! -in-fact
Name and Title
Address: 9737 Great Hills Trail, Suite 320
Austin TX 78759
Telephone Number: _ 24/989-0000
37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address, both must be provided.
40
41 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 102203
Revised January 31, 2012
POA t►: 4221097
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know AM 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
Don E. Cornell, Ricardo J. Reyna, Sophinie Hunter, Robbi Morales,
Kelly A. Westbrook, Tina McEwan, Joshua Saunders, Tonie Petranek
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 Attorney(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, recognizarices, 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 29th day of March , A.D. 2019 .
k0LAAN16 SURETEC l CE PANY
X %0
r' .9 iS By;
John Kr Jr., C
State of Texas ss: 7s �, ?
County of Harris
On this 29th day of March , A.D. 2019 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.
XfrfdJA CIIA: r/ Z
Notary Ituhlic, SIM[: of Texan
( 0IT) IIi f Kl;ir:;5 09-10-2020
?JoIary lD 129117659
Xe avez, Notary Public
commission expires September 1 , 2020
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 , A.D.
9 V //I//- " � r
. Br t esty, Assi tant Secrete
Any instrument issued in axcess 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 6:00 pm CST.
AV I LLA TOSSfL C RECk,
C;P-* In2.2O3
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: h_tto://www.tdi.state.tx.us
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIMS 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 06042015
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 102203
Revised December 20, 2012
STANDARD CITY CONDITIONS OF
THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 102203
Revised December 20, 2012
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology 1
1.1 Defined Terms .................................................................................................................................. 1
1.2 Terminology ..................................................................................................................................... 5
Article 2 – Preliminary Matters 6
2.1 Before Starting Construction ........................................................................................................... 6
2.2 Preconstruction Conference ............................................................................................................ 6
2.3 Public Meeting ................................................................................................................................. 6
Article 3 – Contract Documents and Amending 6
3.1 Reference Standards ........................................................................................................................ 6
3.2 Amending and Supplementing Contract Documents .................................................................... 6
Article 4 – Bonds and Insurance 7
4.1 Licensed Sureties and Insurers ........................................................................................................ 7
4.2 Performance, Payment, and Maintenance Bonds ........................................................................... 7
4.3 Certificates of Insurance .................................................................................................................. 7
4.4 Contractor’s Insurance .................................................................................................................... 9
4.5 Acceptance of Bonds and Insurance; Option to Replace ............................................................. 12
Article 5 – Contractor’s Responsibilities 12
5.1 Supervision and Superintendent ................................................................................................... 12
5.2 Labor; Working Hours ................................................................................................................... 13
5.3 Services, Materials, and Equipment ............................................................................................. 13
5.4 Project Schedule ............................................................................................................................ 14
5.5 Substitutes and “Or-Equals” ......................................................................................................... 14
5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ....................................... 16
5.7 Concerning Subcontractors, Suppliers, and Others ..................................................................... 16
5.8 Wage Rates ..................................................................................................................................... 18
5.9 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 AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 102203
Revised December 20, 2012
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
7.1 Inspections, Tests, and Approvals ................................................................................................. 26
7.2 Limitations on City’s Responsibilities .......................................................................................... 26
7.3 Compliance with Safety Program ................................................................................................. 27
Article 8 – City’s Observation Status During Construction .............................................................................. 27
8.1 City’s Project Representative ........................................................................................................ 27
8.2 Authorized Variations in Work ..................................................................................................... 27
8.3 Rejecting Defective Work ........................................................................................................... 27
8.4 Determinations for Work Performed ............................................................................................ 28
Article 9 – Changes in the Work ........................................................................................................................ 28
9.1 Authorized Changes in the Work .................................................................................................. 28
9.2 Notification to Surety .................................................................................................................... 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................... 28
10.1 Change of Contract Price .............................................................................................................. 28
10.2 Change of Contract Time .............................................................................................................. 28
10.3 Delays ............................................................................................................................................. 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ........................ 29
11.1 Notice of Defects ........................................................................................................................... 29
11.2 Access to Work .............................................................................................................................. 29
11.3 Tests and Inspections ..................................................................................................................... 29
11.4 Uncovering Work ........................................................................................................................ 30
11.5 City May Stop the Work ............................................................................................................... 30
11.6 Correction or Removal of Defective Work................................................................................. 30
11.7 Correction Period ........................................................................................................................... 30
11.8 City May Correct Defective Work ................................................................................................ 31
Article 12 – Completion ..................................................................................................................................... 32
12.1 Contractor’s Warranty of Title ...................................................................................................... 32
12.2 Partial Utilization ........................................................................................................................... 32
12.3 Final Inspection .............................................................................................................................. 32
12.4 Final Acceptance ............................................................................................................................ 33
Article 13 – Suspension of Work ....................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................... 33
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 102203
Revised December 20, 2012
Article 14 – Miscellaneous ................................................................................................................................. 34
14.1 Giving Notice ................................................................................................................................. 34
14.2 Computation of Times ................................................................................................................... 34
14.3 Cumulative Remedies .................................................................................................................... 34
14.4 Survival of Obligations.................................................................................................................. 35
14.5 Headings ......................................................................................................................................... 35
CITY OF FORT WORTH AVILLA FOSSIL CREEK
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ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.1 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—Theentire 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
CITY OF FORT WORTH AVILLA FOSSIL CREEK
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b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
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16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
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30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00
00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes,
vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control
systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field Order,
and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.2 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.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
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ARTICLE 2 – PRELIMINARY MATTERS
2.1 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.
2.2 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.3 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
3.1 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.
3.2 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;
CITY OF FORT WORTH AVILLA FOSSIL CREEK
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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.1 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.
4.2 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.
4.3 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.
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 102203
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1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such insurance
coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.4 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide protection
from claims set forth below which may arise out of or result from Contractor’s performance
of the Work and Contractor’s other obligations under the Contract Documents, whether it is
to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly
employed by any of them to perform any of the Work, or by anyone for whose acts any of them
may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making
the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for
whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an
amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and operated
by: NONE 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: NONE
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : NONE
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 railroadcompany 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.
4.5 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
5.1 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.
5.2 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.
5.3 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.
5.4 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.
5.5 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.
5.6 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
5.7 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.
5.8 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.
5.9 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor
shall keep the Site and other areas free from accumulations of waste materials, rubbish, and
other debris. Removal and disposal of such waste materials, rubbish, and other debris shall
conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals
acceptable to City. City’s review and acceptance will be only to determine if the items covered by the
submittals will, after installation or incorporation in the Work, conform to the information given in
the Contract Documents and be compatible with the design concept of the completed Project as
a functioning whole as indicated by the Contract Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City contractors,
proper and safe access to the Site, provide a reasonable opportunity for the introduction and
storage of materials and equipment and the execution of such other work, and properly coordinate
the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may
be required to properly connect or otherwise make its several parts come together and properly
integrate with such other work. Contractor shall not endanger any work of others by cutting,
excavating, or otherwise altering such work; provided, however, that Contractor may cut or
alter others' work with the written consent of City and the others whose work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so
report will constitute an acceptance of such other work as fit and proper for integration
with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.1 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.2 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.3 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
8.1 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.
8.2 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.
8.3 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.4 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
9.1 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.
9.2 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
10.1 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City participation.
10.2 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.3 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages
(including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals
and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection
with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.1 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.
11.2 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.
11.3 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.4 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.
11.5 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.
11.6 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.
11.7 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be
prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.8 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.1 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.
12.2 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.
12.3 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract
Documents:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.4 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.1 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.
14.2 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.
14.3 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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14.4 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.
14.5 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
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DAP PROJECT RECORD DOCUMENTS
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SECTION 01 11 00 1
SUMMARY OF WORK 2
GENERAL 3
SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
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b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
All Work shall be in accordance with railroad requirements set forth in Division 6
0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17
plants, lawns, fences, culverts, curbing, and all other types of structures or 18
improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19
lines, or appurtenances thereof, including the construction of temporary fences 20
and to all other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or 22
private lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of 24
the Work. 25
b. Notices shall be applicable to both public and private utility companies and 26
any corporation, company, individual, or other, either as owners or 27
occupants, whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character 29
resulting from any act, omission, neglect, or misconduct in the manner or 30
method or execution of the Work, or at any time due to defective work, 31
material, or equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the 34
Project to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the 36
Work is not in progress and when the site is vacated overnight, and/or at all 37
times to provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects 102203
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
SECTION 01 31 19 1
PRECONSTRUCTION MEETING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6
clarify construction contract administration procedures 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. No construction schedule required unless requested by the City. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
1.2 PRICE AND PAYMENT PROCEDURES 13
A. Measurement and Payment 14
1. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Coordination 19
1. Attend preconstruction meeting. 20
2. Representatives of Contractor, subcontractors and suppliers attending meetings 21
shall be qualified and authorized to act on behalf of the entity each represents. 22
3. Meeting administered by City may be tape recorded. 23
a. If recorded, tapes will be used to prepare minutes and retained by City for 24
future reference. 25
B. Preconstruction Meeting 26
1. A preconstruction meeting will be held within 14 days after the delivery of the 27
distribution package to the City. 28
The meeting will be scheduled and administered by the City. 29
2. The Project Representative will preside at the meeting, prepare the notes of the 30
meeting and distribute copies of same to all participants who so request by fully 31
completing the attendance form to be circulated at the beginning of the meeting. 32
3. Attendance shall include: 33
a. Developer and Consultant 34
b. Contractor's project manager 35
c. Contractor's superintendent 36
d. Any subcontractor or supplier representatives whom the Contractor may 37
desire to invite or the City may request 38
39
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
e. Other City representatives 1
f. Others as appropriate 2
4. Preliminary Agenda may include: 3
a. Introduction of Project Personnel 4
b. General Description of Project 5
c. Status of right-of-way, utility clearances, easements or other pertinent permits 6
d. Contractor’s work plan and schedule 7
e. Contract Time 8
f. Notice to Proceed 9
g. Construction Staking 10
h. Progress Payments 11
i. Extra Work and Change Order Procedures 12
j. Field Orders 13
k. Disposal Site Letter for Waste Material 14
l. Insurance Renewals 15
m. Payroll Certification 16
n. Material Certifications and Quality Control Testing 17
o. Public Safety and Convenience 18
p. Documentation of Pre-Construction Conditions 19
q. Weekend Work Notification 20
r. Legal Holidays 21
s. Trench Safety Plans 22
t. Confined Space Entry Standards 23
u. Coordination with the City’s representative for operations of existing water 24
systems 25
v. Storm Water Pollution Prevention Plan 26
w. Coordination with other Contractors 27
x. Early Warning System 28
y. Contractor Evaluation 29
z. Special Conditions applicable to the project 30
aa. Damages Claims 31
bb. Submittal Procedures 32
cc. Substitution Procedures 33
dd. Correspondence Routing 34
ee. Record Drawings 35
ff. Temporary construction facilities 36
gg. MBE/SBE procedures 37
hh. Final Acceptance 38
ii. Final Payment 39
jj. Questions or Comments 40
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
SECTION 01 33 00 1
DAP SUBMITTALS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General methods and requirements of submissions applicable to the following Work-6
related submittals: 7
a. Shop Drawings 8
b. Product Data (including Standard Product List submittals) 9
c. Samples 10
d. Mock Ups 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various items bid. No 19
separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Coordination 23
1. Notify the City in writing, at the time of submittal, of any deviations in the submittals 24
from the requirements of the Contract Documents. 25
2. Coordination of Submittal Times 26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing 27
the related Work or other applicable activities, or within the time specified in the 28
individual Work Sections, of the Specifications. 29
b. Contractor is responsible such that the installation will not be delayed by processing 30
times including, but not limited to: 31
a) Disapproval and resubmittal (if required) 32
b) Coordination with other submittals 33
c) Testing 34
d) Purchasing 35
e) Fabrication 36
f) Delivery 37
Similar sequenced activities 38
c. No extension of time will be authorized because of the Contractor's failure to 39
transmit submittals sufficiently in advance of the Work. 40
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such 1
sequence as to cause no delay in the Work or in the work of any other contractor. 2
B. Submittal Numbering 3
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-4
reference identification numbering system in the following manner: 5
a. Use the first 6 digits of the applicable Specification Section Number. 6
b. For the next 2 digits number use numbers 01-99 to sequentially number each 7
initial separate item or drawing submitted under each specific Section number. 8
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 9
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 10
submittal number would be as follows: 11
12
03 30 00-08-B 13
14
1) 03 30 00 is the Specification Section for Concrete 15
2) 08 is the eighth initial submittal under this Specification Section 16
3) B is the third submission (second resubmission) of that particular shop 17
drawing 18
C. Contractor Certification 19
1. Review shop drawings, product data and samples, including those by 20
subcontractors, prior to submission to determine and verify the following: 21
a. Field measurements 22
b. Field construction criteria 23
c. Catalog numbers and similar data 24
d. Conformance with the Contract Documents 25
2. Provide each shop drawing, sample and product data submitted by the Contractor 26
with a Certification Statement affixed including: 27
a. The Contractor's Company name 28
b. Signature of submittal reviewer 29
c. Certification Statement 30
1) “By this submittal, I hereby represent that I have determined and verified 31
field measurements, field construction criteria, materials, dimensions, 32
catalog numbers and similar data and I have checked and coordinated each 33
item with other applicable approved shop drawings." 34
D. Submittal Format 35
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 36
2. Bind shop drawings and product data sheets together. 37
3. Order 38
a. Cover Sheet 39
1) Description of Packet 40
2) Contractor Certification 41
b. List of items / Table of Contents 42
c. Product Data /Shop Drawings/Samples /Calculations 43
E. Submittal Content 44
1. The date of submission and the dates of any previous submissions 45
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
2. The Project title and number 1
3. Contractor identification 2
4. The names of: 3
a. Contractor 4
b. Supplier 5
c. Manufacturer 6
5. Identification of the product, with the Specification Section number, page and 7
paragraph(s) 8
6. Field dimensions, clearly identified as such 9
7. Relation to adjacent or critical features of the Work or materials 10
8. Applicable standards, such as ASTM or Federal Specification numbers 11
9. Identification by highlighting of deviations from Contract Documents 12
10. Identification by highlighting of revisions on resubmittals 13
11. An 8-inch x 3-inch blank space for Contractor and City stamps 14
F. Shop Drawings 15
1. As specified in individual Work Sections includes, but is not necessarily limited to: 16
a. Custom-prepared data such as fabrication and erection/installation (working) 17
drawings 18
b. Scheduled information 19
c. Setting diagrams 20
d. Actual shopwork manufacturing instructions 21
e. Custom templates 22
f. Special wiring diagrams 23
g. Coordination drawings 24
h. Individual system or equipment inspection and test reports including: 25
1) Performance curves and certifications 26
i. As applicable to the Work 27
2. Details 28
a. Relation of the various parts to the main members and lines of the structure 29
b. Where correct fabrication of the Work depends upon field measurements 30
Provide such measurements and note on the drawings prior to submitting for 31
approval. 32
G. Product Data 33
1. For submittals of product data for products included on the City’s Standard Product 34
List, clearly identify each item selected for use on the Project. 35
2. For submittals of product data for products not included on the City’s Standard 36
Product List, submittal data may include, but is not necessarily limited to: 37
a. Standard prepared data for manufactured products (sometimes referred to as 38
catalog data) 39
1) Such as the manufacturer's product specification and installation instructions 40
2) Availability of colors and patterns 41
3) Manufacturer's printed statements of compliances and applicability 42
4) Roughing-in diagrams and templates 43
5) Catalog cuts 44
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
6) Product photographs 1
7) Standard wiring diagrams 2
8) Printed performance curves and operational-range diagrams 3
9) Production or quality control inspection and test reports and certifications 4
10) Mill reports 5
11) Product operating and maintenance instructions and recommended spare-parts 6
listing and printed product warranties 7
12) As applicable to the Work 8
H. Samples 9
1. As specified in individual Sections, include, but are not necessarily limited to: 10
a. Physical examples of the Work such as: 11
1) Sections of manufactured or fabricated Work 12
2) Small cuts or containers of materials 13
3) Complete units of repetitively used products color/texture/pattern swatches and 14
range sets 15
4) Specimens for coordination of visual effect 16
5) Graphic symbols and units of Work to be used by the City for independent 17
inspection and testing, as applicable to the Work 18
I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 19
fabricated or installed prior to the approval or qualified approval of such item. 20
1. Fabrication performed, materials purchased or on-site construction accomplished which 21
does not conform to approved shop drawings and data is at the Contractor's risk. 22
2. The City will not be liable for any expense or delay due to corrections or remedies 23
required to accomplish conformity. 24
3. Complete project Work, materials, fabrication, and installations in conformance with 25
approved shop drawings, applicable samples, and product data. 26
J. Submittal Distribution 27
1. Electronic Distribution 28
a. Confirm development of Project directory for electronic submittals to be uploaded 29
to City’s Buzzsaw site, or another external FTP site approved by the City. 30
b. Shop Drawings 31
1) Upload submittal to designated project directory and notify appropriate City 32
representatives via email of submittal posting. 33
2) Hard Copies 34
a) 3 copies for all submittals 35
b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 36
Contractor shall submit more than the number of copies listed above. 37
c. Product Data 38
1) Upload submittal to designated project directory and notify appropriate City 39
representatives via email of submittal posting. 40
2) Hard Copies 41
a) 3 copies for all submittals 42
d. Samples 43
1) Distributed to the Project Representative 44
2. Hard Copy Distribution (if required in lieu of electronic distribution) 45
46
47
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
a. Shop Drawings 1
1) Distributed to the City 2
2) Copies 3
a. 8 copies for mechanical submittals 4
b. 7 copies for all other submittals 5
c. If Contractor requires more than 3 copies of Shop Drawings returned, 6
Contractor shall submit more than the number of copies listed above. 7
b. Product Data 8
1) Distributed to the City 9
2) Copies 10
a) 4 copies 11
c. Samples 12
1) Distributed to the Project Representative 13
2) Copies 14
a) Submit the number stated in the respective Specification Sections. 15
3. Distribute reproductions of approved shop drawings and copies of approved product 16
data and samples, where required, to the job site file and elsewhere as directed by 17
the City. 18
a. Provide number of copies as directed by the City but not exceeding the number 19
previously specified. 20
K. Submittal Review 21
1. The review of shop drawings, data and samples will be for general conformance with 22
the design concept and Contract Documents. This is not to be construed as: 23
a. Permitting any departure from the Contract requirements 24
b. Relieving the Contractor of responsibility for any errors, including details, 25
dimensions, and materials 26
c. Approving departures from details furnished by the City, except as otherwise 27
provided herein 28
2. The review and approval of shop drawings, samples or product data by the City does 29
not relieve the Contractor from his/her responsibility with regard to the fulfillment of 30
the terms of the Contract. 31
a. All risks of error and omission are assumed by the Contractor, and the City will 32
have no responsibility therefore. 33
3. The Contractor remains responsible for details and accuracy, for coordinating the Work 34
with all other associated work and trades, for selecting fabrication processes, for 35
techniques of assembly and for performing Work in a safe manner. 36
4. If the shop drawings, data or samples as submitted describe variations and show a 37
departure from the Contract requirements which City finds to be in the interest of the 38
City and to be so minor as not to involve a change in Contract Price or time for 39
performance, the City may return the reviewed drawings without noting an exception. 40
5. Submittals will be returned to the Contractor under 1 of the following codes: 41
a. Code 1 42
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 43
comments on the submittal. 44
a. When returned under this code the Contractor may release the equipment 45
and/or material for manufacture. 46
b. Code 2 47
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 1
notations and comments IS NOT required by the Contractor. 2
a. The Contractor may release the equipment or material for manufacture; 3
however, all notations and comments must be incorporated into the final 4
product. 5
c. Code 3 6
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 7
when notations and comments are extensive enough to require a resubmittal of 8
the package. 9
a) The Contractor may release the equipment or material for manufacture; 10
however, all notations and comments must be incorporated into the final 11
product. 12
b) This resubmittal is to address all comments, omissions and non-conforming 13
items that were noted. 14
c) Resubmittal is to be received by the City within 15 Calendar Days of the 15
date of the City's transmittal requiring the resubmittal. 16
d. Code 4 17
1) "NOT APPROVED" is assigned when the submittal does not meet the intent of 18
the Contract Documents. 19
a) The Contractor must resubmit the entire package revised to bring the 20
submittal into conformance. 21
b) It may be necessary to resubmit using a different manufacturer/vendor to 22
meet the Contract Documents. 23
6. Resubmittals 24
a. Handled in the same manner as first submittals 25
1) Corrections other than requested by the City 26
2) Marked with revision triangle or other similar method 27
a) At Contractor’s risk if not marked 28
b. Submittals for each item will be reviewed no more than twice at the City’s expense. 29
1) All subsequent reviews will be performed at times convenient to the City and at 30
the Contractor's expense, based on the City's or City Representative’s then 31
prevailing rates. 32
2) Provide Contractor reimbursement to the City within 30 Calendar Days for all 33
such fees invoiced by the City. 34
c. The need for more than 1 resubmission or any other delay in obtaining City's 35
review of submittals, will not entitle the Contractor to an extension of Contract 36
Time. 37
7. Partial Submittals 38
a. City reserves the right to not review submittals deemed partial, at the City’s 39
discretion. 40
b. Submittals deemed by the City to be not complete will be returned to the 41
Contractor, and will be considered "Not Approved" until resubmitted. 42
c. The City may at its option provide a list or mark the submittal directing the 43
Contractor to the areas that are incomplete. 44
8. If the Contractor considers any correction indicated on the shop drawings to constitute a 45
change to the Contract Documents, then written notice must be provided thereof to the 46
Developer at least 7 Calendar Days prior to release for manufacture. 47
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the 1
Contractor may carry out the construction in accordance therewith and no further 2
changes therein except upon written instructions from the City. 3
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4
following receipt of submittal by the City. 5
L. Mock ups 6
1. Mock Up units as specified in individual Sections, include, but are not necessarily 7
limited to, complete units of the standard of acceptance for that type of Work to be used 8
on the Project. Remove at the completion of the Work or when directed. 9
M. Qualifications 10
If specifically required in other Sections of these Specifications, submit a P.E. Certification 11
for each item required. 12
N. Request for Information (RFI) 13
1. Contractor Request for additional information 14
a. Clarification or interpretation of the contract documents 15
b. When the Contractor believes there is a conflict between Contract Documents 16
c. When the Contractor believes there is a conflict between the Drawings and 17
Specifications 18
1) Identify the conflict and request clarification 19
2. Sufficient information shall be attached to permit a written response without further 20
information. 21
22
23
24
25
1.5 SUBMITTALS [NOT USED] 26
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27
1.7 CLOSEOUT SUBMITTALS [NOT USED] 28
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
1
2
3
4
PART 2 – PRODUCTS [NOT USED] 5
PART 3 - EXECUTION [NOT USED] 6
END OF SECTION 7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
9
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
3
PART 1 - GENERAL 4
1.1 SUMMARY 5
A. Section Includes: 6
1. The procedures for special project circumstances that includes, but is not limited to: 7
a. Coordination with the Texas Department of Transportation 8
b. Work near High Voltage Lines 9
c. Confined Space Entry Program 10
d. Air Pollution Watch Days 11
e. Use of Explosives, Drop Weight, Etc. 12
f. Water Department Notification 13
g. Public Notification Prior to Beginning Construction 14
h. Coordination with United States Army Corps of Engineers 15
i. Coordination within Railroad permits areas 16
j. Dust Control 17
k. Employee Parking 18
19
20
B. Deviations from this City of Fort Worth Standard Specification 21
1. None. 22
C. Related Specification Sections include, but are not necessarily limited to: 23
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 24
2. Division 1 – General Requirements 25
3. Section 33 12 25 – Connection to Existing Water Mains 26
27
1.2 REFERENCES 28
A. Reference Standards 29
1. Reference standards cited in this Specification refer to the current reference standard 30
published at the time of the latest revision date logged at the end of this Specification, 31
unless a date is specifically cited. 32
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 33
Voltage Overhead Lines. 34
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 35
Specification 36
1.3 ADMINISTRATIVE REQUIREMENTS 37
A. Coordination with the Texas Department of Transportation 38
1. When work in the right-of-way which is under the jurisdiction of the Texas Department 39
of Transportation (TxDOT): 40
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
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 in compliance 3
with and subject to approval from the Texas Department of Transportation 4
B. Work near High Voltage Lines 5
1. Regulatory Requirements 6
a. All Work near High Voltage Lines (more than 600 volts measured between 7
conductors or between a conductor and the ground) shall be in accordance with 8
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9
2. Warning sign 10
a. Provide sign of sufficient size meeting all OSHA requirements. 11
3. Equipment operating within 10 feet of high voltage lines will require the following 12
safety features 13
a. Insulating cage-type of guard about the boom or arm 14
b. Insulator links on the lift hook connections for back hoes or dippers 15
c. Equipment must meet the safety requirements as set forth by OSHA and the safety 16
requirements of the owner of the high voltage lines 17
4. Work within 6 feet of high voltage electric lines 18
a. Notification shall be given to: 19
1) The power company (example: ONCOR) 20
a) Maintain an accurate log of all such calls to power company and record 21
action taken in each case. 22
b. Coordination with power company 23
1) After notification coordinate with the power company to: 24
a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower 25
the lines 26
c. No personnel may work within 6 feet of a high voltage line before the above 27
requirements have been met. 28
C. Confined Space Entry Program 29
1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 30
requirements. 31
2. Confined Spaces include: 32
a. Manholes 33
b. All other confined spaces in accordance with OSHA’s Permit Required for 34
Confined Spaces 35
D. Use of Explosives, Drop Weight, Etc. 36
1. When Contract Documents permit on the project the following will apply: 37
a. Public Notification 38
1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 39
to commencing. 40
2) Minimum 24 hour public notification in accordance with Section 01 31 13 41
E. Water Department Coordination 42
43
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August, 30, 2013
1. During the construction of this project, it will be necessary to deactivate, for a 1
period of time, existing lines. The Contractor shall be required to coordinate with 2
the Water Department to determine the best times for deactivating and activating 3
those lines. 4
2. Coordinate any event that will require connecting to or the operation of an existing 5
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 use 8
during the life of named project. 9
c. In the event that a water valve on an existing live system be turned off and 10
on to accommodate the construction of the project is required, coordinate 11
this 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 14
Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 15
Contractor will be prosecuted to the full extent of the law. 16
b) In addition, the Contractor will assume all liabilities and 17
responsibilities as a result of these actions. 18
F. Public Notification Prior to Beginning Construction 19
1. Prior to beginning construction on any block in the project, on a block by block 20
basis, prepare and deliver a notice or flyer of the pending construction to the front 21
door of each residence or business that will be impacted by construction. The notice 22
shall be prepared as follows: 23
a. Post notice or flyer 7 days prior to beginning any construction activity on each 24
block in the project area. 25
1) Prepare flyer on the Contractor’s letterhead and include the following 26
information: 27
a) Name of Project 28
b) City Project No (CPN) 29
c) Scope of Project (i.e. type of construction activity) 30
d) Actual construction duration within the block 31
e) Name of the contractor’s foreman and phone number 32
f) Name of the City’s inspector and phone number 33
g) City’s after-hours phone number 34
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 35
3) Submit schedule showing the construction start and finish time for each block 36
of the project to the inspector. 37
4) Deliver flyer to the City Inspector for review prior to distribution. 38
b. No construction will be allowed to begin on any block until the flyer is delivered to 39
all residents of the block. 40
G. Public Notification of Temporary Water Service Interruption during Construction 41
1. In the event it becomes necessary to temporarily shut down water service to 42
residents or businesses during construction, prepare and deliver a notice or flyer of 43
the pending interruption to the front door of each affected resident. 44
2. Prepared notice as follows: 45
a. The notification or flyer shall be posted 24 hours prior to the temporary 46
interruption. 47
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August, 30, 2013
b. Prepare flyer on the contractor’s letterhead and include the following information: 1
1) Name of the project 2
2) City Project Number 3
3) Date of the interruption of service 4
4) Period the interruption will take place 5
5) Name of the contractor’s foreman and phone number 6
6) Name of the City’s inspector and phone number 7
c. A sample of the temporary water service interruption notification is attached as 8
Exhibit B. 9
d. Deliver a copy of the temporary interruption notification to the City inspector for 10
review prior to being distributed. 11
e. No interruption of water service can occur until the flyer has been delivered to all 12
affected residents and businesses. 13
f. Electronic versions of the sample flyers can be obtained from the Project 14
Construction Inspector. 15
H. Coordination with United States Army Corps of Engineers (USACE) 16
1. At locations in the Project where construction activities occur in areas where USACE 17
permits are required, meet all requirements set forth in each designated permit. 18
I. Coordination within Railroad Permit Areas 19
1. At locations in the project where construction activities occur in areas where railroad 20
permits are required, meet all requirements set forth in each designated railroad permit. 21
This includes, but is not limited to, provisions for: 22
a. Flagmen 23
b. Inspectors 24
c. Safety training 25
d. Additional insurance 26
e. Insurance certificates 27
f. Other employees required to protect the right-of-way and property of the Railroad 28
Company from damage arising out of and/or from the construction of the project. 29
Proper utility clearance procedures shall be used in accordance with the permit 30
guidelines. 31
2. Obtain any supplemental information needed to comply with the railroad’s 32
requirements. 33
J. Dust Control 34
1. Use acceptable measures to control dust at the Site. 35
a. If water is used to control dust, capture and properly dispose of waste water. 36
b. If wet saw cutting is performed, capture and properly dispose of slurry. 37
K. Employee Parking 38
1. Provide parking for employees at locations approved by the City. 39
L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 40
Construction Specification [if required for the project] 41
1. Comply with equipment, operational, reporting and enforcement requirements set forth 42
in NCTCOG’s Clean Construction Specification.} 43
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
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 OF 21
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
SECTION 01 45 23 1
TESTING AND INSPECTION SERVICES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Testing and inspection services procedures and coordination 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
a. Contractor is responsible for performing, coordinating, and payment of all 16
Quality Control testing. 17
b. City is responsible for performing and payment for first set of Quality 18
Assurance testing. 19
1) If the first Quality Assurance test performed by the City fails, the 20
Contractor is responsible for payment of subsequent Quality Assurance 21
testing until a passing test occurs. 22
a) Final acceptance will not be issued by City until all required payments 23
for testing by Contractor have been paid in full. 24
1.3 REFERENCES [NOT USED] 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Testing 27
1. Complete testing in accordance with the Contract Documents. 28
2. Coordination 29
a. When testing is required to be performed by the City, notify City, sufficiently 30
in advance, when testing is needed. 31
b. When testing is required to be completed by the Contractor, notify City, 32
sufficiently in advance, that testing will be performed. 33
3. Distribution of Testing Reports 34
a. Electronic Distribution 35
1) Confirm development of Project directory for electronic submittals to be 36
uploaded to City’s Buzzsaw site, or another form of distribution approved 37
by the City. 38
39
40
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CITY OF FORT WORTH AVILA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised August 30, 2013
2) Upload test reports to designated project directory and notify appropriate 1
City representatives via email of submittal posting. 2
3) Hard Copies 3
a) 1 copy for all submittals submitted to the Project Representative 4
b. Hard Copy Distribution (if required in lieu of electronic distribution) 5
1) Tests performed by City 6
a) Distribute 1 hard copy to the Contractor 7
2) Tests performed by the Contractor 8
a) Distribute 3 hard copies to City’s Project Representative 9
4. Provide City’s Project Representative with trip tickets for each delivered 10
load of Concrete or Lime material including the following information: 11
a. Name of pit 12
b. Date of delivery 13
c. Material delivered 14
B. Inspection 15
1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16
perform work in accordance with the Contract Documents. 17
1.5 SUBMITTALS [NOT USED] 18
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19
1.7 CLOSEOUT SUBMITTALS [NOT USED] 20
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21
1.9 QUALITY ASSURANCE [NOT USED] 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised JULY 1, 2011
SECTION 01 50 00 1
TEMPORARY FACILITIES AND CONTROLS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provide temporary facilities and controls needed for the Work including, but not 6
necessarily limited to: 7
a. Temporary utilities 8
b. Sanitary facilities 9
c. Storage Sheds and Buildings 10
d. Dust control 11
e. Temporary fencing of the construction site 12
B. Deviations from this City of Fort Worth Standard Specification 13
1. None. 14
C. Related Specification Sections include, but are not necessarily limited to: 15
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16
2. Division 1 – General Requirements 17
1.2 PRICE AND PAYMENT PROCEDURES 18
A. Measurement and Payment 19
1. Work associated with this Item is considered subsidiary to the various Items bid. 20
No separate payment will be allowed for this Item. 21
1.3 REFERENCES [NOT USED] 22
1.4 ADMINISTRATIVE REQUIREMENTS 23
A. Temporary Utilities 24
1. Obtaining Temporary Service 25
a. Make arrangements with utility service companies for temporary services. 26
b. Abide by rules and regulations of utility service companies or authorities 27
having jurisdiction. 28
c. Be responsible for utility service costs until Work is approved for Final 29
Acceptance. 30
1) Included are fuel, power, light, heat and other utility services necessary for 31
execution, completion, testing and initial operation of Work. 32
2. Water 33
a. Contractor to provide water required for and in connection with Work to be 34
performed and for specified tests of piping, equipment, devices or other use as 35
required for the completion of the Work. 36
b. Provide and maintain adequate supply of potable water for domestic 37
consumption by Contractor personnel and City’s Project Representatives. 38
c. Coordination 39
1) Contact City 1 week before water for construction is desired 40
41
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised JULY 1, 2011
d. Contractor Payment for Construction Water 1
1) Obtain construction water meter from City for payment as billed by City’s 2
established rates. 3
3. Electricity and Lighting 4
a. Provide and pay for electric powered service as required for Work, including 5
testing of Work. 6
Provide power for lighting, operation of equipment, or other use. 7
b. Electric power service includes temporary power service or generator to 8
maintain operations during scheduled shutdown. 9
4. Telephone 10
a. Provide emergency telephone service at Site for use by Contractor personnel 11
and others performing work or furnishing services at Site. 12
5. Temporary Heat and Ventilation 13
a. Provide temporary heat as necessary for protection or completion of Work. 14
b. Provide temporary heat and ventilation to assure safe working conditions. 15
B. Sanitary Facilities 16
1. Provide and maintain sanitary facilities for persons on Site. 17
a. Comply with regulations of State and local departments of health. 18
2. Enforce use of sanitary facilities by construction personnel at job site. 19
a. Enclose and anchor sanitary facilities. 20
b. No discharge will be allowed from these facilities. 21
c. Collect and store sewage and waste so as not to cause nuisance or health 22
problem. 23
d. Haul sewage and waste off-site at no less than weekly intervals and properly 24
dispose in accordance with applicable regulation. 25
3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26
4. Remove facilities at completion of Project 27
C. Storage Sheds and Buildings 28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29
above ground level for materials and equipment susceptible to weather damage. 30
2. Storage of materials not susceptible to weather damage may be on blocks off 31
ground. 32
3. Store materials in a neat and orderly manner. 33
a. Place materials and equipment to permit easy access for identification, 34
inspection and inventory. 35
4. Equip building with lockable doors and lighting, and provide electrical service for 36
equipment space heaters and heating or ventilation as necessary to provide storage 37
environments acceptable to specified manufacturers. 38
5. Fill and grade site for temporary structures to provide drainage away from 39
temporary and existing buildings. 40
6. Remove building from site prior to Final Acceptance. 41
D. Temporary Fencing 42
1. Provide and maintain for the duration or construction when required in contract 43
documents 44
E. Dust Control 45
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the 1
project. 2
a. Contractor remains on-call at all times 3
b. Must respond in a timely manner 4
F. Temporary Protection of Construction 5
1. Contractor or subcontractors are responsible for protecting Work from damage due 6
to weather. 7
1.5 SUBMITTALS [NOT USED] 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE [NOT USED] 12
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13
1.11 FIELD [SITE] CONDITIONS [NOT USED] 14
1.12 WARRANTY [NOT USED] 15
PART 2 - PRODUCTS [NOT USED] 16
PART 3 - EXECUTION [NOT USED] 17
3.1 INSTALLERS [NOT USED] 18
3.2 EXAMINATION [NOT USED] 19
3.3 PREPARATION [NOT USED] 20
3.4 INSTALLATION 21
A. Temporary Facilities 22
1. Maintain all temporary facilities for duration of construction activities as needed. 23
3.5 [REPAIR] / [RESTORATION] 24
3.6 RE-INSTALLATION 25
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26
3.8 SYSTEM STARTUP [NOT USED] 27
3.9 ADJUSTING [NOT USED] 28
3.10 CLEANING [NOT USED] 29
3.11 CLOSEOUT ACTIVITIES 30
A. Temporary Facilities 31
32
33
34
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, 1
to a condition equal to or better than prior to start of Work. 2
3.12 PROTECTION [NOT USED] 3
3.13 MAINTENANCE [NOT USED] 4
3.14 ATTACHMENTS [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
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Page 1 of 3
CITY OF FORT WORTH Avilla Fossil Creek
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised July 1, 2011
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 – General Requirements 14
3. Section 34 71 13 – Traffic Control 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES 20
A. Reference Standards 21
1. Reference standards cited in this specification refer to the current reference standard 22
published at the time of the latest revision date logged at the end of this 23
specification, unless a date is specifically cited. 24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. When traffic control plans are included in the Drawings, provide Traffic 29
Control in accordance with Drawings and Section 34 71 13. 30
b. When traffic control plans are not included in the Drawings, prepare traffic 31
control plans in accordance with Section 34 71 13 and submit to City for 32
review. 33
1) Allow minimum 10 working days for review of proposed Traffic Control. 34
B. Street Use Permit 35
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36
a. To obtain Street Use Permit, submit Traffic Control Plans to City 37
Transportation and Public Works Department. 38
39
40
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CITY OF FORT WORTH Avilla Fossil Creek
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised July 1, 2011
1
1) Allow a minimum of 5 working days for permit review. 2
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 3
Street Use Permit, such that construction is not delayed. 4
C. Modification to Approved Traffic Control 5
1. Prior to installation traffic control: 6
a. Submit revised traffic control plans to City Department Transportation and 7
Public Works Department. 8
1) Revise Traffic Control plans in accordance with Section 34 71 13. 9
2) Allow minimum 5 working days for review of revised Traffic Control. 10
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 11
plans for Street Use Permit, such that construction is not delayed. 12
D. Removal of Street Sign 13
1. If it is determined that a street sign must be removed for construction, then contact 14
City Transportation and Public Works Department, Signs and Markings Division to 15
remove the sign. 16
E. Temporary Signage 17
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19
Devices (MUTCD). 20
2. Install temporary sign before the removal of permanent sign. 21
3. When construction is complete, to the extent that the permanent sign can be 22
reinstalled, contact the City Transportation and Public Works Department, Signs 23
and Markings Division, to reinstall the permanent sign. 24
F. Traffic Control Standards 25
1. Traffic Control Standards can be found on the City’s Buzzsaw website. 26
1.5 SUBMITTALS [NOT USED] 27
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28
1.7 CLOSEOUT SUBMITTALS [NOT USED] 29
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30
1.9 QUALITY ASSURANCE [NOT USED] 31
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32
1.11 FIELD [SITE] CONDITIONS [NOT USED] 33
1.12 WARRANTY [NOT USED] 34
PART 2 - PRODUCTS [NOT USED] 35
PART 3 - EXECUTION [NOT USED] 36
END OF SECTION 37
38
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
1
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 – General Requirements 12
3. Section 31 25 00 – Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
A. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
B. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
38
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised July 1, 2011
B. Construction Activities resulting in: 1
1. Less than 1 acre of disturbance 2
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3
Drawings. 4
2. 1 to less than 5 acres of disturbance 5
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6
Permit is required 7
b. Complete SWPPP in accordance with TCEQ requirements 8
1) TCEQ Small Construction Site Notice Required under general permit 9
TXR150000 10
a) Sign and post at job site 11
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12
Transportation and Public Works, Environmental Division, (817) 392-13
6088. 14
2) Provide erosion and sediment control in accordance with: 15
a) Section 31 25 00 16
b) The Drawings 17
c) TXR150000 General Permit 18
d) SWPPP 19
e) TCEQ requirements 20
3. 5 acres or more of Disturbance 21
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22
Permit is required 23
b. Complete SWPPP in accordance with TCEQ requirements 24
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25
a) Sign and post at job site 26
b) Send copy to City Department of Transportation and Public Works, 27
Environmental Division, (817) 392-6088. 28
2) `TCEQ Notice of Change required if making changes or updates to NOI 29
3) Provide erosion and sediment control in accordance with: 30
a) Section 31 25 00 31
b) The Drawings 32
c) TXR150000 General Permit 33
d) SWPPP 34
e) TCEQ requirements 35
4) Once the project has been completed and all the closeout requirements of 36
TCEQ have been met a TCEQ Notice of Termination can be submitted. 37
a) Send copy to City Department of Transportation and Public Works, 38
Environmental Division, (817) 392-6088. 39
1.5 SUBMITTALS 40
A. SWPPP 41
1. Submit in accordance with Section 01 33 00, except as stated herein. 42
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43
as follows: 44
1) 1 copy to the City Project Manager 45
a) City Project Manager will forward to the City Department of 46
Transportation and Public Works, Environmental Division for review 47
48
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised July 1, 2011
B. Modified SWPPP 1
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2
in accordance with Section 01 33 00. 3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4
1.7 CLOSEOUT SUBMITTALS [NOT USED] 5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6
1.9 QUALITY ASSURANCE [NOT USED] 7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8
1.11 FIELD [SITE] CONDITIONS [NOT USED] 9
1.12 WARRANTY [NOT USED] 10
PART 2 - -PRODUCTS [NOT USED] 11
PART 3 - EXECUTION [NOT USED] 12
END OF SECTION 13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
00 61 25 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 2
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
SECTION 01 60 00 1
PRODUCT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. References for Product Requirements and City Standard Products List 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12
1.3 REFERENCES [NOT USED] 13
1.4 ADMINISTRATIVE REQUIREMENTS 14
A. A list of City approved products for use is located on Buzzsaw as follows: 15
1. Resources\02 - Construction Documents\Standard Products List 16
B. Only products specifically included on City’s Standard Product List in these Contract 17
Documents shall be allowed for use on the Project. 18
1. Any subsequently approved products will only be allowed for use upon specific 19
approval by the City. 20
C. Any specific product requirements in the Contract Documents supersede similar 21
products included on the City’s Standard Product List. 22
The City reserves the right to not allow products to be used for certain projects even 23
though the product is listed on the City’s Standard Product List. 24
D. Although a specific product is included on City’s Standard Product List, not all 25
products from that manufacturer are approved for use, including but not limited to, that 26
manufacturer’s standard product. 27
E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 28
Standard Product List. 29
1.5 SUBMITTALS [NOT USED] 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31
1.7 CLOSEOUT SUBMITTALS [NOT USED] 32
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33
1.9 QUALITY ASSURANCE [NOT USED] 34
35
36
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
8
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 – General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
34
35
36
01 66 00 - 2
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions. 9
C. Storage Requirements 10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative. 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. Store in manufacturers’ unopened containers. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative. 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative. 38
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 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 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
31
32
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
2
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various Items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
33
34
35
36
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CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible. 1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project. 3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work. 5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor. 7
10. Do not burn on-site. 8
B. Intermediate Cleaning during Construction 9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations. 11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12
3. Confine construction debris daily in strategically located container(s): 13
a. Cover to prevent blowing by wind 14
b. Store debris away from construction or operational activities 15
c. Haul from site at a minimum of once per week 16
4. Vacuum clean interior areas when ready to receive finish painting. 17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm. 20
C. Exterior (Site or Right of Way) Final Cleaning 21
1. Remove trash and debris containers from site. 22
a. Re-seed areas disturbed by location of trash and debris containers in accordance 23
with Section 32 92 13. 24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25
that may hinder or disrupt the flow of traffic along the roadway. 26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27
junction boxes and inlets. 28
4. If no longer required for maintenance of erosion facilities, and upon approval by 29
City, remove erosion control from site. 30
Clean signs, lights, signals, etc. 31
3.11 CLOSEOUT ACTIVITIES [NOT USED] 32
3.12 PROTECTION [NOT USED] 33
3.13 MAINTENANCE [NOT USED] 34
3.14 ATTACHMENTS [NOT USED] 35
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
END OF SECTION 1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
1. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PAT 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
40
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DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
38
39
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
37
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.3 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22
1.5 SUBMITTALS 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
City’s Project Representative. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
37
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred. 2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination. 5
1.10 STORAGE AND HANDLING 6
A. Storage and Handling Requirements 7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents. 10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval. 12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents. 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS 17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18
2.2 RECORD DOCUMENTS 19
A. Job set 20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22
B. Final Record Documents 23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract. 25
2.3 ACCESSORIES [NOT USED] 26
2.4 SOURCE QUALITY CONTROL [NOT USED] 27
PART 3 - EXECUTION 28
3.1 INSTALLERS [NOT USED] 29
3.2 EXAMINATION [NOT USED] 30
3.3 PREPARATION [NOT USED] 31
3.4 MAINTENANCE DOCUMENTS 32
A. Maintenance of Job Set 33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET". 35
36
37
38
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
2. Preservation 1
a. Considering the Contract completion time, the probable number of occasions 2
upon which the job set must be taken out for new entries and for examination, 3
and the conditions under which these activities will be performed, devise a 4
suitable method for protecting the job set. 5
b. Do not use the job set for any purpose except entry of new data and for review 6
by the City, until start of transfer of data to final Project Record Documents. 7
c. Maintain the job set at the site of work. 8
3. Coordination with Construction Survey 9
a. At a minimum clearly mark any deviations from Contract Documents 10
associated with installation of the infrastructure. 11
4. Making entries on Drawings 12
a. Record any deviations from Contract Documents. 13
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14
change by graphic line and note as required. 15
c. Date all entries. 16
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17
e. In the event of overlapping changes, use different colors for the overlapping 18
changes. 19
5. Conversion of schematic layouts 20
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21
ducts, and similar items, are shown schematically and are not intended to 22
portray precise physical layout. 23
1) Final physical arrangement is determined by the Contractor, subject to the 24
City's approval. 25
2) However, design of future modifications of the facility may require 26
accurate information as to the final physical layout of items which are 27
shown only schematically on the Drawings. 28
b. Show on the job set of Record Drawings, by dimension accurate to within 1 29
inch, the centerline of each run of items. 30
1) Final physical arrangement is determined by the Contractor, subject to the 31
City's approval. 32
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33
ceiling plenum", "exposed", and the like). 34
3) Make all identification sufficiently descriptive that it may be related 35
reliably to the Specifications. 36
c. The City may waive the requirements for conversion of schematic layouts 37
where, in the City's judgment, conversion serves no useful purpose. However, 38
do not rely upon waivers being issued except as specifically issued in writing 39
by the City. 40
B. Final Project Record Documents 41
1. Transfer of data to Drawings 42
a. Carefully transfer change data shown on the job set of Record Drawings to the 43
corresponding final documents, coordinating the changes as required. 44
b. Clearly indicate at each affected detail and other Drawing a full description of 45
changes made during construction, and the actual location of items. 46
c. Call attention to each entry by drawing a "cloud" around the area or areas 47
affected. 48
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH AVILLA FOSSIL CREEK
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102203
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure 1
longevity and clear reproduction. 2
2. Transfer of data to other Documents 3
a. If the Documents, other than Drawings, have been kept clean during progress of 4
the Work, and if entries thereon have been orderly to the approval of the City, 5
the job set of those Documents, other than Drawings, will be accepted as final 6
Record Documents. 7
b. If any such Document is not so approved by the City, secure a new copy of that 8
Document from the City at the City's usual charge for reproduction and 9
handling, and carefully transfer the change data to the new copy to the approval 10
of the City. 11
3.5 REPAIR / RESTORATION [NOT USED] 12
3.6 RE-INSTALLATION [NOT USED] 13
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14
3.8 SYSTEM STARTUP [NOT USED] 15
3.9 ADJUSTING [NOT USED] 16
3.10 CLEANING [NOT USED] 17
3.11 CLOSEOUT ACTIVITIES [NOT USED] 18
3.12 PROTECTION [NOT USED] 19
3.13 MAINTENANCE [NOT USED] 20
3.14 ATTACHMENTS [NOT USED] 21
END OF SECTION 22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
25
ITEM 466
HEADWALLS AND WINGWALLS
466.1. Description. This Item shall govern for the materials, construction, furnishing and placing of
headwalls and wingwalls at the locations shown, and in accordance with the details shown on the plans and
with this Item. Unless otherwise shown on the plans, the Contractor has the option of furnishing cast-in-place
or precast headwalls and wingwalls, hereinafter described as concrete units.
466.2. General. Concrete units shall be of the various types shown on the plans and designated by
letters or by numbers to indicate the particular design of each.
466.3. Materials. All materials shall conform to the pertinent items as follows:
Item 420, "Concrete Structures"
Item 421, "Portland Cement Concrete"
Item 440, "Reinforcing Steel"
Unless otherwise shown on the plans, concrete for cast-in-place and precast concrete units shall be
Class A.
466.4. Forms. Forms for cast-in-place units shall comply with Item 420, "Concrete Structures" and
forms for precast concrete units shall comply with Item 424, "Precast Concrete Structures (Fabrication)".
466.5. Marking. The following information shall be clearly marked on each section of precast unit
prior to leaving the casting yard:
(1) The date of manufacture.
(2) The name or trademark of the manufacturer.
(3) The type and size designation.
466.6. Storage and Shipment. Precast units shall be stored on level blocking in a manner acceptable
to the Engineer. No loads shall be placed on the precast concrete units until design strength is reached.
Shipment of acceptable units may be made when the design strength requirements have been met.
466.7. Rejection. Precast units may be rejected for nonconformity with any of the specification
requirements and individual concrete units may also be rejected for any of the following reasons:
(1) Fractures or cracks passing through the wall.
(2) Surface defects indicating honeycombed or open texture.
All rejected units shall be plainly marked by the Engineer and shall be replaced by the Contractor with
acceptable units meeting the requirements herein. Rejected units shall be removed immediately from the site
of work.
466.8. Repairs. Occasional imperfections in manufacture or accidental damage during handling may
be repaired and will be acceptable if, in the opinion of the Engineer, the repairs are sound and properly
finished and cured and the repaired units conform with the requirements herein.
466.9. Construction Methods. Construction of cast-in-place concrete units and jobsite precast units
shall conform to the construction methods of Item 420, "Concrete Structures". Plant precast units shall
conform to Item 424, "Precast Concrete Structures (Fabrication)".
All excavation shall be in accordance with the requirements of Item 400, "Excavation and Backfill for
Structures". Precast concrete units shall be bedded on foundations of firm and stable material accurately
shaped to conform to their bases.
The Contractor shall provide adequate means to lift and place the precast concrete units. Lifting holes
may be formed during production, or punched through the fresh concrete immediately after stripping forms;
however, care shall be taken not to damage the unit by spalling large areas. All lifting holes shall be repaired
in accordance with Article 466.8.
Connections to new or existing structures shall be made in accordance with the details shown on the
plans. Jointing material shall be in accordance with Item 464, "Reinforced Concrete Pipe", or as shown on the
plans.
466.10. Measurement. Precast and cast-in-place units of each type and height will be measured by
each end of a structure.
Measurement for single barrel structures and multiple barrel structures with headwalls will include,
when shown on the plans, the toewall, the apron, and for precast units, the curb.
Measurement for multiple barrel structures with wingwalls will include the toewall and, for precast
units, the curb.
Any apron between the wingwalls of multiple box culverts will be measured as required by the
pertinent item.
466.11. Payment. 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 for "Headwalls" or
"Wingwalls" of the specified type and height. This price shall be full compensation for furnishing,
transporting and placing all concrete and/or precast units, reinforcing steel and jointing to new or existing
structures; for excavation and backfill; and for all other material, labor, tools, equipment and incidentals
necessary to complete the work.
ITEM 467
SAFETY END TREATMENT
467.1. Description. This Item shall govern for the materials, construction, furnishing and
placing of Safety End Treatments (SETs) for drainage structures at the locations shown, and in
accordance with the details shown on the plans and this Item.
467.2. Materials. All materials shall conform to the pertinent requirements of the following
items:
Item 420, "Concrete Structures"
Item 421, "Portland Cement Concrete"
Item 432, "Riprap"
Item 440, "Reinforcing Steel"
Item 445, "Galvanizing"
Item 460, "Corrugated Metal Pipe"
Item 464, "Reinforced Concrete Pipe"
Concrete for cast-in-place SET units and precast SET units shall be Class A, unless otherwise
shown on the plans.
When required, concrete riprap aprons and concrete collars shall be Class B, unless
otherwise shown on the plans.
Galvanized steel for Prefabricated Metal End Sections shall conform to the requirements of
Item 460, "Corrugated Metal Pipe".
When pipe runners are required, they shall conform to the requirements of ASTM A 53
(Type E or S, Gr. B), ASTM A 500 (Gr. B) or API5LX52, unless otherwise shown on the plans. When
plates and angles are required, they shall conform to the requirements of ASTM A 36. When bolts
and nuts are required, they shall conform to the requirements of ASTM A 307. All pipe, plates,
angles, nuts and bolts shall be galvanized in accordance with Item 445, "Galvanizing".
467.3. Types.
(1) Type I. SET (Type I) shall consist of reinforced concrete wingwalls and pipe runners,
when required. These installations are intended for small and intermediate size box culverts, large
size pipe culverts and suitable multiple box or multiple (intermediate or large size) pipe culverts as
shown on the plans.
(2) Type II. SET (Type II) shall consist of one of the following:
(a) Corrugated Metal Pipe (CMP) or Reinforced Concrete Pipe (RCP) mitered to the proper
slope, as shown on the plans, concrete riprap aprons and pipe runners, when required.
(b) Prefabricated Metal End Sections, concrete riprap aprons and pipe runners, when
required.
(c) Precast SET units, concrete riprap aprons, if required, and pipe runners, when required.
Unless otherwise shown on the plans, when CMP is specified for the pipe structure, the
Contractor shall have the option of providing Prefabricated Metal End Sections in place of mitered
CMP.
Unless otherwise shown on the plans, when RCP is specified for the pipe structure, the
Contractor shall have the option of providing Precast SET units in place of mitered RCP.
These installations are intended for small size pipe culverts and multiple (small size) pipe
culverts as shown on the plans.
467.4. Designations. The types of Safety End Treatments will be indicated on the plans by
the following descriptions:
(1) SET (Type I).
Box Size: (Span x Rise)
Pipe Size: (Diameter or Design)
Slope: Slope will be designated as a ratio of vertical to
horizontal (example 1:4)
Orientation: (Parallel or Cross) Orientation will only be shown when safety pipe
runners are required.
(2) SET (Type II).
Pipe Size: (Diameter or Design)
Safety End Treatment Material: (RCP or CMP)
Slope: Slope will be designated as a ratio of vertical to
horizontal (example 1:4)
Orientation: (Parallel or Cross) Orientation will only be
shown when safety pipe runners are required.
467.5. Construction Methods. Safety end treatments shall be constructed in accordance
with the details shown on the plans and in accordance with the construction methods required by
the pertinent items.
Cast-in-place SET units and job site precast SET units shall be constructed in accordance with
Item 420, "Concrete Structures". Plant precast SET units shall conform to Item 424, "Precast
Concrete Structures (Fabrication)".
Damaged galvanizing shall be repaired by the Contractor in accordance with Item 445,
"Galvanizing".
Any required structural excavation shall be in accordance with Item 400, "Excavation and
Backfill for Structures".
Removal of portions of existing structures, when required, shall be in accordance with Item
496, "Removing Old Structures". The extension of concrete structures, when required, shall be in
accordance with Item 430, "Extending Concrete Structures" or Item 462, "Concrete Box Culverts and
Sewers". The extension of pipe culverts, when required, shall be in accordance with Item 460,
"Corrugated Metal Pipe" or Item 464, "Reinforced Concrete Pipe", whichever is pertinent. Concrete
aprons for end treatments to pipe shall be in accordance with "Concrete Riprap" of Item 432,
"Riprap".
All drilling, doweling and grouting needed to complete the work shall be in accordance with
Item 420, "Concrete Structures".
467.6. Measurement. This Item will be measured as follows:
(1) SET (Type I). Safety End Treatment (Type I) will be measured by each complete and
accepted treatment for each separate barrel of each separate culvert end.
(2) SET (Type II). Safety End Treatment (Type II) will be measured by each complete and
accepted treatment for each separate barrel (conduit) of each separate culvert end.
467.7. Payment. 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 for the
various designations of "Safety End Treatment" specified as follows:
SET (Type I)(Box or Pipe Size)(Slope) or
SET (Type I)(Box or Pipe Size)(Slope)(Orientation);
SET (Type II) (Pipe Size) (Pipe Material)(Slope) or
SET (Type II) (Pipe Size) (Pipe Material)(Slope)(Orientation).
This price shall be full compensation for breaking and removing a portion of the existing
structure, when required; for all structural excavation; for replacing a portion of the existing
structure, when required; for constructing or furnishing and installing treatments; for connections
to existing structures, when required; for furnishing all concrete, reinforcing steel, corrugated metal
pipe or reinforced concrete pipe; for all pipe runners, riprap aprons and collars, nuts, bolts, plates
and angles, when required; and for all labor, tools, equipment and incidentals necessary to
complete the work.
When SET (Type I) is used for retrofit of existing structures without an extension, the
removal of existing headwalls, wingwalls and a portion of the existing structure and the
replacement of a portion of the existing structure for the purpose of anchorage of the treatment will
not be paid for directly but will be considered subsidiary to this Item.
When SET (Type II) is used for retrofit of existing culverts without an extension, the
Contractor shall have the option of removing the existing headwall with a length of pipe as shown
on the plans and relaying that pipe or furnishing an equal length of new pipe. The removing and
relaying of existing pipe or furnishing new pipe will not be paid for directly but will be considered
subsidiary to this Item.
The mitered length of CMP or RCP that is a part of the SET (Type II) will not be paid for
directly but will be considered subsidiary to this Item. The limits for payment for pipe will be as
shown on the plans and paid for in accordance with the pertinent bid item.
Structural excavation will not be paid for directly but will be considered subsidiary to this
Item, except for undercut situations as described in Item 400, "Excavation and Backfill for
Structures".
4153
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Special Specification 4153
Interlocking Articulating Concrete Blocks
1. DESCRIPTION
Furnish and install interlocking articulating concrete blocks and geotextile fabric underlayment, Woven Wire
Mesh and percussion driven earth anchors to provide an erosion control matrix.
2. DEFINITION
Interlocking Articulating Concrete Blocks (IACB). Adjacent concrete blocks that fit together in such a
manner that they cannot be laterally pulled apart in any horizontal direction. The blocks lift vertically to
disengage them from the adjoining blocks. The blocks are held together as a result of the geometric shape of
the blocks, parallel strands of cable must be inserted through two (2) cable ducts in each block allowing for
longitudinal binding of the units within the Articulated Concrete block system, and include woven wire mesh
to spread anchor loading and protect the geotextile underlayment. The geotextile underlayment provides for
subsoil retention.
Percussion Driven Earth Anchors (PDEA). Lightweight corrosion resistant anchor system that does not
disturb the soil during installation. The PDEA’s are placed in a 4ft by 4ft grid pattern within the limits of the
IACB’s, driven perpendicular to the proposed slope, and connected to the IACB’s cables. PDEAs are to be
used as ballast against uplift or movement of the IACB’s.
3. MATERIALS
Interlocking Articulating Concrete Blocks. Provide individual grid blocks consisting of a homogeneous
mass of consolidated concrete. Ensure they are machine-made by a vibration and compression process and
are composed of approved aggregates with a no-slump concrete mix produced by a dry cast method. Use
mix water that is clean, fresh, and free from oil, acids, soluble salts, and organic impurities. Manufacture in
accordance with ASTM D 6684.
Use cement conforming to ASTM C 150.
Use aggregates conforming to ASTM C 33.
When potentially reactive aggregates are used, replace 25%to 35% of the cement with a Class F fly ash
meeting the requirements of the Departmental Material Specification DMS-8900, “Fly Ash” or replace 50% of
the cement with Grade 100 or Grade 120 Ground Grandular Blast Furnace (GGBF) slag meeting the
requirements of ASTM C 989. Use Type II cement in sulfate or salt-water environments.
Provide the manufacturer’s Hydraulic Stability Test Report that complies with the test procedures under the
Federal Highway Guideline Report FHWA-RD-88-181 or FHWA-RD-89-199 to determine the system’s critical
shear stress value. Install the anchoring devices such as, duckbill anchors, cables, etc., used in the hydraulic
stability test procedure in the field, in the same manner in which they were used during the hydraulic stability
testing. Extrapolation of test data derived from testing smaller blocks or other methods is not allowed.
Provide IACB’s that meet or exceed the type stated on the plans.
Provide IACB meeting the physical requirements in Table 1.
4153
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Table 1 Minimum Block Physical Requirements
Compressive Strength (min) 4000 lbs./sq. in. @ 28 days ASTM C140
Water Absorption (ma) 7% ASTM C140
Specific Weight (min) 130 lbs./cu. ft. ASTM C140
Minimum Critical Shear Stress 4 lbs./ sq. ft. or as shown on the plans
Percentage Open Area As shown on the plans
Before installation of the blocks, submit the following product information for review and approval of
equivalent blocks:
Block Dimensions (L,W,H),
Block weight and submerged weight,
Block moment arms (for use in calculation of block stability factor of safety by FHWA NHI 01-003, HEC
23, “Bridge Scour and Stream Instability Countermeasures,” Latest Edition), and
Block critical shear stress, πc
IACB’s will only be accepted when accompanied by documented hydraulic performance characteristics that
are derived from tests under controlled flow conditions. Testing must conform to ASTM D 7277, Standard
Test Method for Performance Testing of Articulating Concrete Block (ACB) Revetment Systems for Hydraulic
Stability in Open Channel Flow, as amended and updated. Note that all hydraulic performance testing will be
performed in a 2H:1V flume, and that the tested length be long enough that the test flows achieve normal
depth in all cases. Analysis and interpretation of the test data must conform to the guidance contained in
ASTM D 7276, Standard Guide for Analysis and Interpretation of Test Data for Articulating Concrete Block
(ACB) Revetment Systems in Open Channel Flow, as amended and updated.
All units will be sound and free of defects that would interfere with either the proper placement of the unit or
impair the performance of the system. Surface cracks incidental to the usual methods of manufacture, or
surface chipping resulting from customary methods of handling in shipment and delivery, will not be deemed
grounds for rejection. Cracks exceeding 0.25 in (.635 cm) in width and/or 1.0 inch (2.54 cm) in depth will be
deemed grounds for rejection. Chipping resulting in a weight loss exceeding 10% of the average weight of a
concrete unit will be deemed grounds for rejection.
3.1. Revetment Cable. Supply IACB with cables pre-manufactured as an assembly of concrete blocks when
connected into mattresses by the use of revetment cables. Extend the revetment cable through 2 or more
tunnels in each block in a manner that provides for binding of the mattresses in both the longitudinal and
lateral directions. Use a cable conforming to ASTM D 4268-93. Fabricate the IACB mats at the
manufacturer’s plant or another approved location, into mattresses with a width of up to 8 ft. and a length of
up to 20 ft.
Construct polyester revetment cable of high tenacity, low elongating continuous filament polyester fibers.
Provide cable consisting of a core construction comprised of parallel fibers contained within an outer jacket
or cover. Ensure the weight of the parallel core is within 65% to 70% of the total weight of the cable. Provide
revetment cable with the following minimum characteristics: nominal 30 mm diameter cable, 10,000 lb.
approximate average strength, 6.6 lb./100 ft. and the elongation requirements shown in Table 2.
4153
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Table 2 Elongation Requirement
Elongation Requirement
(based upon stabilized new, dry cable) % Breaking Strength
Water Absorption (ma) 10% 20% 30%
Permanent Elongation (while working) 0.7 1.8 2.6
Elastic Elongation 0.6 1.4 2.2
Total Stretch 1.3 3.2 4.8
Use revetment cable exhibiting good to excellent resistance to most concentrated acids, alkalis, and
solvents. Also, use cable impervious to rot, mildew, and degradation associated with marine organisms.
Ensure the materials used in the construction of the cable are not affected by continuous immersion in fresh
or salt water.
Select cables and fittings made in a manner that ensures a safe design factor for mattresses being lifted from
both ends, thereby forming a catenary. Consider the bending of the cables around hooks or pins during
lifting. Select revetment cable splicing fittings so that the resultant splice provides a minimum of 75% of the
minimum rated cable strength. Provide fittings such as sleeves, stops, and washers in accordance with the
manufacturer’s recommendations unless otherwise shown.
3.2. Filter Fabric Underlayment. Use Type 2 filter fabric as defined by DMS-6200, “Filter Fabric,” or of the type
and properties as specified on the plans or approved equivalent.
The filter fabric should be inert to chemicals commonly encountered in natural water and soil conditions.
When woven filter fabric is used, the side edges of the filter fabric panels should be salvaged or otherwise
finished as to prevent filaments from pulling away from the edges.
During periods of shipment and storage, protect the filter fabric from direct sunlight, ultraviolet rays, and
temperatures greater than 140ºF. Keep the filter fabric in its protective covering. If the filter fabric protective
covering is damaged or removed, immediately cover the filter fabric with an opaque tarp or move the filter
fabric to an indoor storage facility.
Filter fabric will be rejected at the time of installation, as determined by the Engineer, if removed from its
protective cover for over 72 hr., or has defects, tears, punctures or shows deterioration or damage incurred
during manufacture, transportation or storage.
3.3 Percussion Driven Earth Anchor. Use materials that conform to ISO 9001 and the following criteria:
Anchor: Galvanized Cast Iron Anchor (ultimate load capacity of 4,200 lbs)
Lower Termination: stainless steel soft eye including copper ferrule
Wire Tendon: 6-millimeter Grade 316 stainless steel round strand wire
Top Accessory: 6” round 11 gauge Stainless Steel Load Plate
Top Termination: 6-millimeter stainless steel cable clamp (aka “rope grips”)
The installer must submit a record of at least one (1) previous successful PDEA installation in similar
conditions by the same manufacturer or a certificate of completion of training of the installation crew by the
PDEA manufacturer.
3.4 Woven Wire Mesh. Furnish double twisted wire mesh in accordance with ASTM A975 section 6.1.1 Style 1
or section 6.1.2 Style 2. Wire used for manufacturing of rolled mesh and lacing wire must have a maximum
tensile strength of 70,000 psi (485 MPa) as per ASTM A856/A856M, soft temper steel. All tests on wire must
be performed before manufacturing the mesh and must comply with ASTM A975 requirements.
Nominal Mesh Opening: 2.5 in.
Mesh Tensile Strength: 2.300 lb/ft.
Mesh Connection to Selvedge: 700 lb/ft.
Punch Test 4,000 lbs.
Mesh Wire diameter: 0.087 in.
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Selvedge Wire: diameter 0.106 in.
Lacing wire diameter: 0.087 in.
4. CONSTRUCTION
4.1. Earthwork. Construct the areas where placing the filter fabric, wire mesh and IACB’s to the lines and grades
as shown on the plans. Where such areas are below the allowable grade, place and compact these areas to
grade in layers not exceeding 8 in. of the selected material. Use the depth of layers and amount of
compaction necessary to obtain a density equal to the adjoining undisturbed soil. Remove obstructions,
such as but not limited to, roots, lumps, and projecting stones larger than one inch. Remove soft or low-
density pockets of material and fill the resulting void with select, compacted material. Use a compaction of
90% or greater of the optimum value as determined by Test Method Tex-114-E.
Construct the finished sub-grade to exhibit a raked, rolled, or otherwise smooth planer profile within 0 in. to
0.5 in. tolerance within a 10 ft. straightedge from established sub-grade elevation shown on the plans or as
approved by the Engineer.
Immediately before placing the filter fabric, wire mesh and the IACB, Engineer will inspect the prepared area.
Do not place filter fabric or blocks until the Engineer approves that area. Before placing blocks, perform any
necessary repairs to the finished grade at no expense to the Department.
4.2. Placing Filter Fabric. Place the filter fabric directly on the prepared area. Overlap the longitudinal and
transverse joints a minimum of 2 ft. Insert the securing staples, as needed, through both strips of overlapped
fabric along one line through the midpoint of the overlap to temporarily hold the filter fabric panels in place
until the IACB can be placed. Place only 200 sq. ft. or less of filter fabric before covering with the IACB. If the
filter fabric is installed and not covered with the IACB for more than 2 days, lift the blocks and inspect the
surface of the slope for slope defects. Lift uncovered filter fabric after a heavy rainfall and inspect the area for
slope damage.
Place the filter fabric directly on the prepared area. Place the fabric smoothly on the subgrade minimizing
tension, stress, folds, and wrinkles.
After placing, do not unnecessarily walk on or disturb the filter fabric unless required to preserve contact with
the subgrade. Do not allow equipment on unprotected filter fabric. Protect the fabric from binding, clogging,
tears, and other damage while installing.
Place the filter fabric strips from downstream to upstream. Overlap successive filter fabric sheets such that
the upstream sheet is placed over the downstream sheet or the upslope sheet is placed over the downslope
sheet. Overlap adjoining fabric sections a minimum of 2 ft.
Replace or repair, at no additional cost, fabric damaged while placing the blocks, as directed. Repair all torn,
punctured, or otherwise damaged areas by placing a fabric patch of the same material over the area and
extending it a minimum of 3 ft. beyond the perimeter of the tear or damage. Orient the patch material so that
its fibers are aligned with the damaged filter fabric fibers.
4.3. Placing Woven Wire Mesh. Place woven wire mesh directly on filter fabric. Protect the filter fabric from
binding, clogging, tears, and other damage while installing the wire mesh. Place the wire mesh in strips from
upstream to downstream following the filter fabric. Lace adjoining strips using lacing wire or stainless-steel
ring fasteners. Spacing of the rings must be in accordance with ASTM A975 Table 2, Panel to Panel
connection, Pull-Apart Resistance. Ring fasteners spacing must not exceed 6 in. Ring diameter must be
0.118 in.
4.4. Placing Interlocking Articulating Concrete Blocks (IACB). Place the IACB individually on the filter fabric
to produce a continually interlocking surface free from field seams and on non-interlocked connections
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except as approved by the Engineer, or as shown on the plans. Construct the IACB to the specified lines and
grades shown on the plans. The Engineer will make final acceptance and approval of the installation.
If shown on the plans, backfill the voids of the IACB with seeded and fertilized topsoil. Before placing the
topsoil, inspect the concrete blocks for damage. Replace and grout individual concrete blocks which are
cracked and which are reduced in individual block weight by 1/3, before placing the topsoil.
Excavate and prepare foundations for the IACB anchor trenches, toe trenches and aprons, top trenches,
upstream termination trenches, and downstream termination trenches as shown on the plans.
4.5. Placing Interlocking Articulating Concrete Blocks (IACB) with Cables. Place the IACB with cables on
the filter fabric in prefabricated mattresses or by individual concrete blocks.
Place individual concrete blocks subject to the spacing and level parameters as specified in prefabricated
mattresses. Thread revetment cables into the blocks as the placement proceeds and fasten them with
approved sleeves, fittings, or fasteners per the manufacturer’s recommendations.
Place prefabricated mattresses with mats attached to a spreader bar or other approved device to aid in lifting
and placing the mats in their proper position by the use of a crane or other approved equipment. The
equipment used should have adequate capacity to place the mats without bumping, dragging, or otherwise
damaging the bedding layer. Place the mats side by side or end to end, so that the mats totally positive
interlock with each other. The maximum allowable space or gap between mattresses is 2 in., except that
local wider gaps may be accepted if approved by the Engineer. No overlapping of mats will be accepted, and
no blocks may project more than 1 in. beyond the adjacent blocks. Place the mats in accordance with the
manufacturer’s recommendations and the plan details. As adjacent mats are placed, secure them to each
other by connecting the protruding cables together with sleeves. Do not allow ties to protrude beyond the mat
surface. Fasten with approved sleeves.
Construct IACB with cables to the specified lines and grades shown on the plans. The Engineer will make
final acceptance and approval of the installation.
Excavate and prepare foundations for the IACB with cables anchor trenches, toe trenches, and aprons, top
trenches, upstream termination trenches, and downstream termination trenches as shown on the plans.
4.6. Install Percussion Driven Earth Anchors (PDEA). Install the PDEAs in the pattern and length shown on
the plans and to the manufacturer’s recommendations.
Do not begin anchor installation until the earthwork in the area where PDEAs are to be installed has been
completed and the IACBs has been installed. Do not install any anchors which are bent, cracked, of
insufficient length, of reduced cross section due to any reason, or damaged in any way which would
decrease the tension load carrying capacity of the anchor. All anchors must be continuous full length without
splices.
Driving equipment must be adequate to obtain required embedment depth of the anchor in the subgrade
encountered. Anchors must be driven using a percussive/demolition style hammer only.
The Contractor will use only specific hand tools provided by the anchor manufacturer that will not damage
the anchor tendon or IACB revetment. These tools include hand held wire kleins for safely gripping the
tendon to initially set the anchor, setting plate and/or bobbin (for properly setting the wedge grip, setting plate
and bobbin does not apply to top loop assembly). Post tensioning of anchors to be accomplished by use of a
tensioning device capable of applying the required tension loads and for load tested PDEAs, including
appropriate gauges to indicate the load applied. Load testing must be performed by the Contractor by
means of a hydraulic jack or appropriate tensioning device that includes an appropriate gauge that indicates
a certified load in tension. The Contractor will keep a record of all anchors tested and provide a copy of the
record to the Engineer.
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If refusal is encountered before achieving specified depth, for < 3’ depth, care should be taken to attempt to
retrieve the anchor by pulling up on the tendon and drive rod at same time. If anchor is retrieved
successfully, reposition anchor within 2ft (2ft) from the original location and attempt to drive and set anchor,
record and report positioning and load to the Engineer. If anchor cannot be retrieved, record the depth and
attempt to gain specified load and report the resulting load to the Engineer.
5. MEASUREMENT
5.1. Interlocking Articulating Concrete Blocks (IACB). Measurement will be measured by the square foot,
complete in place.
5.2. Interlocking Articulating Concrete Blocks (IACB) with Cables. Measurement will be measured by the
square foot, complete in place.
6. PAYMENT
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 for “Interlocking Articulating Concrete Blocks” or
“Interlocking Articulating Concrete Blocks with Cables,” of the size specified. This price is full compensation
for furnishing the materials, tools, equipment, labor, and incidentals (including filter fabric underlayment,
woven wire mesh and percussion driven earth anchors) necessary to complete the work.
If required, furnishing and placing the topsoil, fertilizer, and seeding will be measured and paid for by the
pertinent bid items.
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 12, 2019
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" DI MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" DI MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" DI MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" DI MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.08/24/17 33 05 13.01 30" DI MH Ring and Cover (Hinge & Lock) CompositeSewperCoverSCDH 3000, Std. Dbl Hinge Non-Metalic Ring and Cover w/Lock HD/FRP Composite30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"*33 39 10 Manhole, Precast ConcreteForterra(formerly Gifford-Hill, Hanson )ASTM C 47848"04/26/00 33 39 10 MH, Single Offset Seal JointForterra(formerly Gifford-Hill, Hanson )Type F Dwg 35-0048-001ASTM C 47848" Diam MH09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"* From Original Standard Products ListClick to Return to the Table of Content6
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeCertain-Teed Products CorpASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeNapco Manufacturing CorpASTM D 3034, D 17844" & 8"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"33-31-20 PVC Sewer PipeRoyal Building ProductsRoyal Seal Solid Wall Pipe SDR 26 & 35ASTM 30344" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDr-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationPS 46 ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 303411/17/99E100-2Closed Profile PVC PipeDiamond Plastics CorporationASTM 1803/F79418" to 48"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"* From Original Standard Products ListClick to Return to the Table of Content21
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"* From Original Standard Products ListClick to Return to the Table of Content30
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35