HomeMy WebLinkAboutContract 45658 (2)c��r s�c�r� ., �
COi�RI��T ���
F�I�T ��F�TH
PROJECT MANUAL
FOR
STREET REHABILITATION
(HMAC 2014-1)
At Various Locations
City Project No. 02236
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CONTRACTOR'� BeNON16 C0.
� qi1F 3ECRETARY
,�.�CITYW1Nl►GER'8 OFFICE
�,�EI�iINEERI�+ D11�
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Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2014
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M&C Review
CITY COUNCIL AGENDA
Page 1 of 2
Official site of the City of Fort Worth, Texas
FORT ��VORTII
���
COUNCIL ACTION: Approved on 4/22/2014 - Ordinance Nos. 21223-04-2014 & 21224-04-2014
DATE: 4/22/2014
REFERENCE C-26783 LOG NAME: 20HMAC 2014-1 STREET
NO.: REHABILI7ATION
CODE: C �-ypE; NON- PUBLIC NO
CONSENT HEARING:
SUBJEC7: Authorize Execution of a Contract with Advanced Paving Acquisition, Ltd., in the Amount
of $1,972,174.45 for Street Rehabilitation Hot Mix Asphaltic Concrete 2014-1 at Multiple
Locations Throughout the City of Fort Worth and Adopt Appropriation Ordinances
(COUNCIL DISTRICTS 3, 6 and 9)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of funds in the total amount of $986,087.22 from the Water and Sewer Fund
to both the Water Capital Projects Fund in the amount of $493,043.62 and the Sewer Capital Projects
Fund in the amount of $493,043.60;
2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in
the Water Capital Projects Fund in the amount of $493,043.62 and the Sewer Capital Projects Fund
in the amount of $493,043.60 from available funds; and
3. Authorize the execution of a contract with Advanced Paving Acquisition, Ltd., in the amount of
$1,972,174.45 for Street Rehabilitation Hot Mix Asphaltic Concrete 2014-1 at multiple locations as
listed on the attachments provided.
DISCUSSION:
These street rehabilitation projects will be undertaken in conjunction with a separate utility contract for
the replacement of water and sewer lines (City Project No. 02236). The 7ransportation and Public
Works and Water Departments share in these rehabilitation costs in lieu of trench repair under the
utility contract. The Transportation and Public Works portion of the cost on this contract will be
$986,087.23 which is available in the 2014 Contract Street Maintenance Fund. The City reserves the
right to increase or decrease quantities of individual pay items within the contract, provided that the
total contract amount remains within plus or minus 25 percent of the contract award.
This project was advertised for bid on January 30, 2014 and February 6, 2014, in the Fort Worth S#ar-
Teleqram. On February 27, 2014, the following bids were received:
Bidders Amount
Advanced Paving Acquisition, Ltd. $1,972,174.45
JLB Contracting, LLC. $1,991,884.55
Peachtree Construction, Ltd. $2,025,395.55
Pavecon Public Works, LP. $2,332,908.55
M/WBE O�ce - Advanced Paving Acquisition, Ltd., is in compliance with the City's BDE Ordinance by
committing to 16 percent MBE participation on this project. The City's MBE goal on this project is 16
percent.
These projects are located in COUNCIL DISTRICTS 3, 6, and 9, Mapsco 89G, 89W, 89Y, 90S, 76P,
76S, 76U, 76V, 76Y and 76Z.
http://apps.cfwnet.org/council�ackedmc review.asp?ID=19663&councildate=4/22/2014 5/9/2014
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TABLE OF CONTENTS
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SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 05 10 Mayor and Council Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 11 Bidders Pre-qualifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority Business Entei•prise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division 01 - General Requirements
Ol 11 00 Summary of Work
O1 31 19 Preconstruction Meeting
01 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
01 45 23 Testing and Inspection Services
O1 50 00 Temporary Facilities and Controls
O l 55 26 Street Use Permit and Modifications to Traffic Control
Ol 58 13 Temporary Project Signage
Ol 70 00 Mobilization and Remobilization
Ol 71 23 Construction Staking
Ol 74 23 Cleaning
01 77 19 Closeout Requirements
Ol 78 39 Project Record Documents
Division 02 - Existing Conditions
02 41 15 Paving Removal
Division 31 - Earthworlc
31 23 16 Unclassified Excavation
Division 32 - Exterior Improvements
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2014-1)
City Project No. 02236
000000-z
TABLE OF CONTENTS
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32 11 33
32 12 16
32 12 73
32 13 20
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32 91 19
32 92 13
Cement Treated Base Courses
Asphalt Paving
Asphalt Paving Crack Sealants
Concrete Sidewalks, Driveways and Barrier Free Ramps
Concrete Curb and Gutters and Valley Gutters
Pavement Markings
Curb Address Painting
Topsoil Placement and Finishing of Parkways
Hydro-Mulching, Seeding, and Sodding
Division 33 - Utilities
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
33 OS 17 Concrete Collars [To be comple�ed in ea�•ly �012.J
Division 34 - Transportation
34 71 13 Traffic Control
Technical Speci�ications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
htps://projectpoint.buzzsaw.com/client/fortworth�ov/Resources/02%20-
%20Construction%20Documents/Specifications
Division 99 — Special Technieal Speci�cations
9999.0096 Paving Construction Allowance
Appendix
GC-4.01
GC-4.02
GC-4.04
GC-4.06
GC-6.07
GG6.09
GC-6.24
GR-01 60 00
SP-O 1
Availability of Lands
Subsurface and Physical Conditions
Underground Facilities
Hazardous Environmental Condition at Site
Wage Rates
Permits and Utilities
Nondiscrimination
Product Requirements
Special Provisions
37 END OF SECTION
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 201 t
HMAC SURFACE OVERLAY (2014-1)
City Project No, 02236
000510-1
MAYOR AND COUNCIL COMMUNICATION (M&C)
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1 SECTION 00 OS 10
2 MAYOR AND COUNCIL COMMUNTCATION (M&C)
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6 �Assernbler: For Contract Document execution, remove this page and replace with the approved
7 M&C for the award of the project. M&C fnsere shall be on blue pape,�.J
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END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-t)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
000515-1
ADDENDA
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SECTION 00 OS 15
ADDENDA
[Asse�nbler: For Contract Docunze�t execa�tion, ��ernove this page and ��eplace with any addenda
issued during bidding.J
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATiON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
001113-I
INVITATION TO BIDDERS
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SECTION 00 11 13
INVITATION TO BTDDERS
RECEIPT OF BIDS
Sealed bids for the STREET REHABILITATION (HMAC 2014-1), 02236, wili be received by
the City of Fort Worth Purchasing Office:
City of Fort Worth
Purchasing Division
1000 Throckmorton Street
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, February 27, 2014, and bids will be opened publicly and read
aloud at 2:00 PM CST in the Council Chambers.
GENERAL DESCRIl'TION OF WORK
The major work will consist ofthe (approximate) following:
72,210 S.Y.
23,115 L.F.
6,760 S.F.
23,545 S.F.
50,445 S.Y.
21,780 S.Y
2" HMAC Surface Course, Type D
Remove and Replace Existing Concrete Curb & Gutter
Remove and Replace Concrete Sidewalk
Remove & Replace Concrete Driveway
8" Pavement Pulverization
2" Pavement Surface Milling
PREQUALiFICATION
The improvements included in this project, which require prequalification, must be performed by
a contractor who is prequalified by the City at the time of bid opening. The procedures for
qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth ov.or�/purchasing[ and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased from:
Nikki McLeroy, 817-392-8549, City of Fort Worth, Transportation and Public Works, 1000
Throckmorton St., Fort Worth, TX 76102
The cost of Bidding and Contract Documents is: $30.00
CITY OF FORT WORTH HMAC Surface Overlay (2014-1)
STANDA}tD CONSTRUCTION SPECIFtCATION DOCllMENTS 02236
Revised November 27, 2012
0011 13-2
INVITAT[ON TO BIDDERS
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PREBID CONFERENCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: Tnesday, February 18, 2014
TIME: 9:00 A.M.
PLACE: Transportation and Public Works, 1000 Throckmorton St., RM#: 270, Fort
Worth, TX 76102
LOCATION: Municipal Building, 2"d F(oor
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irregularities and to accept or reject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Kristian Sugrim, City of Fort Worth
Email: Kristian.Sugrim@fortworthtexas.gov
Phone: 817-392-8902
ADVERTISEMENT DATES
January 30, 2014
February 6, 2014
24 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27. 2012
HMAC Surface Overlay (2014-1)
02236
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INSTRllCT10NS TO BIDDERS
Page 1 of 9
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
00 - GENERAL CONDTTIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.22. Nonresident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
Z. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3,1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received from contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work iypes and documentation are as follows:
3.1.1. Paving — Requirements document located at;
https://pro j ectpoint.buzzsaw. cotn/fortworth �ov/Resources/02%20-
%20Constniction%20Documents/Contractor%20Prequalification/TP W%20Pavin�
%20Contractor%20Prequal ifi cation%20Program/PREQUALIFICATION%20REQ
U IREMENTS%20FOR%20PA V ING%2000NTRACTORS.PDF?publ ic
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at;
3.1.3. Water and Sanitary Sewer — Requirements document located at;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFtCATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-1)
02236
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
2 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
3 45 11, BIDDERS PREQUALIFICATIONS.
4
5 3.2.1. Submission of and/or questions related to prequalification should be addressed to
6 the City contact as provided in Paragraph 6.1.
7
9 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low
10 bidder(s) for a project to submit such additional information as the City, in its sole
11 discretion may require, including but not limited to manpower and equipment records,
l2 information about key personnel to be assigned to the project, and construction schedule,
13 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
14 deliver a quality product and successfully complete projects for the amount bid within
15 the stipulated time frame. Based upon the City's assessment of the submitted
16 information, a recommendation regarding the award of a contract will be made to the
17 City Council. Failure to submit the additional information, if requested, may be grounds
18 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
19 notified in writing of a recommendation to the City Council.
20
21 3.4. In addition to prequalification, additional requirements for qualification may be required
22 within various sections of the Contract Documents.
23
24 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
25
26 4.1. Before submitting a Bid, each Bidder shalL-
27
28 4,1.1. Examine and carefully study the Contract Documents and other related data
29 identified in the Bidding Documents (including "technical data" referred to in
30 Paragraph 4.2, below). No information given by City or any representative of the
31 City other than that contained in the Contract Documents and officially
32 promulgated addenda thereto, shall be binding upon the City.
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4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Work.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, perfot•mance or furnishing of the Work.
4.1.4.
42 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or
43 contiguous to the Site and all drawings of physical conditions relating to existing
44 surface or subsurface structures at the Site (except Underground Facilities) that
45 have been identified in the Contract Documents as containing reliable "technical
46 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
47 at the Site that have been identified in the Contract Documents as containing
48 reliabfe "technical data."
49
CiTY OF FORT WORTH HMAC Surface Overlay (2014-1)
STANDARD CONSTRUCTION SPEC[FiCAT10N DOCUMENTS 02236
Revised November 27. 2012
00 21 13 - 3
iNSTRUCTIONS TO B(DDERS
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4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shall be issued in the form of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
4.1.7. Perform independent research, investigations, tests, borings, and such other means
as may be necessary to gain a complete knowledge of the conditions which will be
encountered during the construction of the project. On request, City may provide
each Bidder access to the site to conduct such examinations, investigations,
explorations, tests and studies as each Bidder deems necessary for submission of a
Bid. Bidder must fll all holes and clean up and restore the site to its former
conditions upon completion of such explorations, investigations, tests and studies,
4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the
cost of doing the Work, time required for its completion, and obtain all information
required to make a proposal. Bidders shall rely exclusively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which are
necessary for full and complete information upon which the proposal is to be based.
Tt is understood that the submission of a proposal is prima-facie evidence that the
Bidder has made the investigation, examinations and tests herein required. Claims
for additional compensation due to variations between conditions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of:
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by City in preparation of the Contract Documents.
The logs of Soil Borings, if any, on the plans are for general information only.
Neither the City nor the Engineer guarantee that the data shown is representative of
conditions which actually exist.
42.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
the site that have been utilized by City in preparation of the Contract Documents.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC SurFace Overlay (2014-1)
02236
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.3, copies of such reports and drawings will be made available by City to any Bidder
2 on request. Those reports and drawings may not be part of the Contract
3 Documents, but the "technical data" contained therein upon which Bidder is entitled
4 to rely as provided in Paragraph 4.02, of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions, Bidder is
6 responsible for any interpretation or conclusion drawn from any "technical data" or
7 any other data, interpretations, opinions or information.
8
9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
I 1 exception the Bid is premised upon performing and furnishing the Work required by the
12 Contract Documents and applying the specific means, methods, techniques, sequences or
13 procedures of construction (if any) that may be shown or indicated or expressly required
14 by the Contract Documents, (iii) that Bidder has given City written notice of all
15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
17 etc., have not been resolved through the interpretations by City as described in
18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the
20 Work.
21
22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
25 Documents.
26
27 5. Availability of Lands for Work, Etc.
28
29 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities, construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for permanent structures or permanent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents.
37
38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
40 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project.
43
44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way, easements, and/or permits, and shall submit a schedule to the City of how
46 construction will proceed in the other areas of the project that do not require permits
47 and/or easements.
48
49 6. Interpretations and Addenda
50
C1TY OF FORT WORTH HMAC Surface Overlay (2014-1)
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS 02236
Revised November 27. 2012
00 21 13 - 5
INSTRUCTIONS TO BIDDERS
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6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
received after this day may not be responded to. Interpretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Kristian Sugrim,Transportation & Public Works
Fax: 817-392-8092
Email: Kristian.Sugrim@Fortworthtexas.govPhone; 817-392-8902
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
Addenda or clarifications may be posted via Buzzsaw at:
https://pro'lectpoint.buzzsaw, com/cliendfortworthgov/Infrastructure%20Proi ects/02236%20-
%20Street%20Rehabil itation%20HMAC%20%282014-1 %29
6.3. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
the requirements of Paragraphs 5.01 of the General Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final contract execution.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2�14-1)
02236
00 21 13 - 6
INSTRUCTIONS TO E3IDDERS
Page 6 of 9
1 8. Contract Times
2 The number of days within which, or the dates by which, Milestones are to be achieved in
3 accordance with the General Requirements and the Work is to be completed and ready for
4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
5 attached Bid Form.
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
] 0 10. Substitute and "Or-Equal" Items
11 The Contract, if awarded, will be on the basis of materials and equipment described in the
12 Bidding Documents without consideration of possible substitute or "or-equal" items.
13 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to
15 City, application for such acceptance will not be considered by City until after the Effective
16 Date of the Agreement. The procedure for submission of any such application by Contractor
17 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC, of the General
18 Conditions and is supplemented in Section O1 25 00 of the General Requirements.
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11. Subcontractors, Suppliers and Others
11.1. Tn accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-2011 (as amended), the City has goals for the participation of minority business
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
SBE Utitization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
Venture Form as appropriate. The Forms including documentation must be received
by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
opening date. The Bidder shall obtain a receipt from the City as evidence the
documentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor has reasonable objection.
37 12. Bid Form
38
39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
40 obtained from the City.
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12.2. All blanks on the Bid Form must be completed by printing in inlc and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
price item listed therein. In the case of optional alternatives, the wards "No Bid,"
"No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
written in ink in both words and numerals, for which the Bidder proposes to do the
work contemplated or furnish materials required, All prices shall be written legibly.
Tn case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern.
CTTY OF FORT WORTH HMAC Surface Overlay (2014-1)
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS 02236
Revised November 27, 2012
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iNSTRUCTIONS TO BIDDERS
Page 7 of 9
12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate address and state of
incorporation shall be shown below the signature.
12.4. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership shall be shown below the
signature.
12.5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authoriiy to sign. The state of formation of
the firm and the official address of the firm shall be shown.
12.6.
12.7.
12.8.
12.9.
Bids by individuals shall show the Bidder's name and official address.
Bids by joint ventures shall be executed by each joint venturer in the manner
indicated on the Bid Form. The official address of the joint venture shall be shown.
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be fi(led in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Number, Project title, the name and address of Bidder, and
accompanied by the Bid security and other required documents. If the Bid is sent through the
mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation "BID ENCLOSED" on the face of it.
14. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate document duly executed in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids. After all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a withdrawal request has been
properly filed may, at the option of the City, be returned unopened.
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-1)
02236
002113-8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates (if any) will be made available
7 to Bidders after the opening of Bids.
8 '
9 16. Bids to Remain Subject to Acceptance
l0 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
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17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to malce an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involving price, contract time or changes in the
Work with the Successful Bidder. Discrepancies between the multiplication of units
of Work and unit prices will be i•esolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, performance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Woi�l< when such data is required to be submitted prior to the
Notice of Award.
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibiiity, qualifications, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
CITY OF FORT WORTH HMAC Surface Overlay (2014-I)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised November 27, 2012
002113-9
[NSTRUCTIONS TO BIDDERS
Page 9 of 9
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17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City.
17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresidenYs principal place of
business is located.
17.7. A contract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certificates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
C(TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-1)
02236
003513-1
CONFLICT OF IN'I'EREST AFF[DAVIT
Page I of 1
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SECTION 00 35 13
CONFLICT OF 1NTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter a(so referred to as "you") to a City of Fort Worth
(also referred to as "City") procurement are requir�ed to complete Conflict of Interest
Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure
Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the
Bidder has on file with the City Secretary the required documentation and is eligible to bid on
City Work. The referenced forms may be downloaded from the website links provided below.
h ttp ://www. eth i c s. state . tx. us/fonn s/C IQ . p df
l�ttp://www.eth ics.state.tx.us/forms/C IS.pdf
�
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0
a
CIQ Form is on �le with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
: 11 '
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3 "1
:
(Please Print)
Signature:
Title:
(Please Print)
END OF SECTION
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 27, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
00 35 13
BID FORM
Page 5 of 5
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www.eth ics. state.bc. us/forms/C I Q. pdf
http://www.ethics.state.Uc. us/forms/C IS. pdf
0
■
�
■
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
BIDDER:
Advanced Paving
2257 Joe Field Rd.
Dallas, TX 75229
END OF SECTION
By:
Signature:
Title:
President
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Bid Proposal Workbook
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
' FOR:
City Project No.: 2236
Units/Sections
SECTION 00 41 00
BID FORM
STREET REHABILITATION (HMAC 2014-1)
AT VARIOUS LOCATIONS
PAVEMENTIMPROVEMENT
1. Enter Into Agreement
00 41 00
BID FORM
Page 1 of 3
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and wiil provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individuai or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Bid Proposal Workbook
00 41 00
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
HMAC Street Rehabilitation Heavy Maintenance and all items directiy associated with the paving.
a.
b.
c.
d.
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 190 calendar days after the date when
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
"If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Bid Proposal Workbook
00 41 00
BID FORM
Page 3 of 3
g,
$0.00
$0.00
$0.00
$0.00
$1, 972,174.45
This Bid is „submitted n February 27, 2014 by the entity named below.
6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete>
Total Base Bid <use this if applicable, otherwise delete>
Alternate Bid <use this if applicable, otherwise delete>
Deductive Alternate<use this if applicable, otherwise delete>
Additive Alternate <use this if applicable, otherwise delete>
Total Bid
7. Bid Submittal
Respectfully
"l�
� i �f i� � /
Sam Garrett
(Printed Name)
Receipt is acknowledged of Initial
the followin Addenda:
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Title: President
Company: Advanced Paving
Address: 2257 Joe Field Rd.
Dallas, TX 75229
State of Incorporation:
Email: sparrettCcr�.advancedpavinqco.com
Phone: 972-245-0000
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Corporate Seal:
Bid Proposal Workbook
S�CTION 00 42 43
PROPOSALFORM
ou �z �+s
DID PROPOSAL
Page 1 of 5
Bidder's Appiication
UNIT PRICE BID
Project item Infonnation Bidders Proposal
Bidlist Description Specification Unit of B�d Quantity Unit Price Bid Value
Item No. Section No. Measure
� 3305.0108 Misceilaneous Adjustments (Utilities) 00 05 08 �S 1 $6,000.00 $6,000.00
2 0241.1300 Remove Concrete Curb & Gutter 02 41 15 LF 23115 $3J0 $85,525.50
_._ _. ___ . _ ____ __ _ __..
3 3216.0102 7" Concrete Curb & Gutter 32 16 13 LF 23215 $20.00 $464,300.00
__ . _ . __ -- _._ . _ _ ._._ __._
4 0241.0401 Remove Concrete Driveway 02 41 13 SF 23545 $2.30 $54,153.50
__ . _ _ _ _
5 3213.0401 6" Concrete Driveway 32 13 20 SF 23645 $4.85 $114,678.25
- - -- _ _- �- � -- -- -- - -- - --- - --
-
6 3213.0451 6" Concrete Driveway, Exposed Aggregate 32 13 20 SF 50 $7.90 $395.00
_._ . _ - __. _.__. ----_ __ _.. _ --_ __ _ ___..
7 0241.0100 Remove Sidewalk 02 41 13 SF 6760 $1.10 $7,436.00
_ --
- -- -- -- - -- - _-- - --- � ---
g 3213.0301 4" Concrete Sidewalk 32 13 20 SF 6800 $4.35 $29,580.00
_ - __
___. . _.___._ _--. ___ _. _ __ ---
g 3213.0351 4" Concrete Sidewalk, Exposed Aggregate 32 13 20 SF 50 $5.20 $260.00
_. _ _ . - - -._ -- _ - - - - --- - - - ---- . _..__ _ __.
�0 0241.1400 Remove Concrete Valley Gutter 02 41 15 SY 70 $17.85 $1,249.50
_ --
_ __ __ __. _
11 3216.0301 6" Concrete Valley Gutter 32 1613 SY 100 $66.35 $6,635.00
---_ _. _ __ _ __ __----._ _
___ _. _. __
12 0241. 1700 8" Pavement Pulverization 02 41 15 SY 50445 $3.70 $186,646.50
___ __. _ _ __ _ -_ _
13 9999.0000 Roadbond EN1 Soil Stabilizer GA 366 $110.00 $40,260.00
14 3211.0600 Cement Modification (131bs/sy) 32 11 33 TN 328 $105.00 $34,440.00
_ _. . � � - - - - - -
15 0241.1506 2° Surface Miiling 02 41 15 SY 21780 $2.20 $47,916.00
16 3212.0900 Crack Sealing of Existing Pavement 32 12 73 GA 110 $35.00 $3,850.00
�7 3212.0302 2" Asphalt Pavement Type D 32 12 16 SY 72210 $9.22 $665,776.20
_ ._. . -- �--- - -- - ---. __�. --
-- � - �� -- � � --- _.
18 3305.0111 Water Valve Box Adjustments (w/ Steei Riser) 33 05 14 EA 11 $150.00 $1,650.00
- -- -- - _ _ _ _--_ _._ .. _._---
19 3305.0112 Water Valve Box Adjustments (with Concrete Collar) 33 05 17 EA 38 $250.00 $9,500.00
--._ _ _. _ _ _---- ___ . .._.__
20 3123.0101 Unciassified Street Excavation 31 23 16 CY 450 $25.00 $11,250.00
-___ __ .. _ _____ _--- __ _.__ -----. _____ __._ _ - ____.__ _ --_..
-- - .
21 3124.0101 Crushed Limestone 31 24 00 CY 20 $100.00 $2,000.00
_ --- - -. __ - - -- _. _ - -- . ---- . _____ . -- --
22 3212.0600 Asphalt Pavement Level-Up 32 12 16 TN 10 $135.00 $1,350.00
_ -- _. _._ _ __ _._. _.
23 3124.0101 Asphalt Pavement Base Repair 31 24 00 CY 20 $215.00 $4,300.00
_ _. _ -- _ __ ._. __ _ ___
24 3349.0101 Manhole Adjustments (w/ Steel Riser) 33 49 10 EA 8 $275.00 $2,200.00
_. . _ __ ----- - _.._ __. ___ _-_ _..
25 3305.0112 Manhole Adjustments (with Concrete Coliar) 33 05 17 EA 28 $450.00 $12,600.00
_. _ -. _ _ _ __ _ __. __
26 9999.0000 Curb Address Painting 32 17 25 EA 160 $20.00 $3,200.00
--- -- - __ _. __ ___
27 3292.0100 Block Sod Repiacement 32 92 13 SY 1190 $6.50 $7,735.00
__
� � - � - - - - - - -- __ _
28 9999.0000 Remove / Repiace 30' Speed Cushion (with Stripping) EA 3 $2,500.00 $7,500.00
2g 3305.0107 Miscellaneous Adjustments (Water Meter Box) 33 05 14 EA 5 $50.00 $250.00
__ __ ____ . __..- - --- ___ _--- -- _ ._ _ - -- - --- -----
30 0241.0300 Remove ADA Ramp 02 41 13 EA 1 $218.00 $218.00
- - - - __ .
31 9999.0000 ADA Ramp EA 1 $990.00 $990.00
_ _ _ _ . _ _ . _ __. _ _ _ _ _._ . _- --- _ __ __.
32 9999.0000 5'CurbinletTop EA 3 $1,900.00 $5,700.00
-- _ - ._._ _.-- . --- _ _._ - __ -- � ---
__ _ - . .
33 9999.0000 Remove 10' Curb InietTop EA 1 $1,100.00 $1,100.00
_. _ . - _
_._.._ _._ . - -- __-_. __. _ --- -- ._ _..._ --
34 3441.1301 Traffic Loop Detector Cable Saw-cut 34 41 10 LF 1000 $13.00 $13,000.00
. _ _ - _ _ __ _,
35 3441.1302 AWG Loop Detector Cable 34 41 10 LF 1000 $1.50 $1,500.00
_ � -- ---- -- - - ___
36 3217.0001 4" Solid White Thermopiastic (HAS) Lane Lines 32 17 23 LF 3600 $3.05 $10,980.00
- - _ - - -- - � � -- -- � - --
37 3217.0002 4" Solid Yellow Thermopiastic (HAS) Center Lines 32 17 23 LF 1700 $6.50 $11,050.00
__ _ __ _.. _. ___
38 9999.0096 Paving Construction Aliowance EA 1 115,000.00 $115,000.00
Bid Summary
Base Bid
Deductive Alternate Bid
CITY OF FORT NORTH
Sl'ANDARD CONSTRUCTfON SPGCIFICATION DOCUMENTS
Fonn Recised 20120120 Uid Proposal Norkbook
Altern�te Bid
Total Aiternate Bid
S�C'TION 00 42 43
PROPOSALFORM
UNIT PRICE BID
00 42 43
BID PROPOSAL
Page 2 of 5
Bidder's Application
Project Item Infonnation Bidders Proposal
Bidlist Description Specification Unit of gid Quantity Unit Price Bid Value
Item No. Section No. Measure
Total Deductivc Alternate Bid
Additive Alternate Bid
Tot�l Additive Alternate Bid
Total Bid $1,972,174.45
CITY OF FORT R�ORTH
STANDARD CONSTRUCTION SPECIFICATtON DOCU\9ENTS
Fonn Re�•ised 20120120
Uid Proposnl Workbook
u
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 3 of 5
� Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a
comparable contract in the State which the nonresidenYs principal place of business is located.
��
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
j i A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
i statute is attached.
I�;. Nonresident bidders in the State of , our principal place of business,
are not required to underbid resident bidders.
�,
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. �
BIDDER:
� `� Advanced Paving
� 1 2257 Joe Field Rd.
Dallas, TX 75229
9�
��
�
�ND OT S�CTION
��
�
��'
Title: President
Date: � /� 7 � ��
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
� J Form Revised 20110627 Bid Proposal Workbook
00 45 12
BID FORM
Page 4 of 5
��
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
j', contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
I
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
HMAC Street Rehabilitation
Heavy Maintenance and all
items directly associated with Advanced Paving
the paving.
0
0
0
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
�L
Advanced Paving
2257 Joe Field Rd.
� I Dallas, TX 75229
��
�
� ��
By: Sa C�arr�t� �
�� � <�� �li /
i/ �;
(Signature)
Title: President
Date: '- 2 T
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
Bid Proposal Workbook
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSA'I'ION LAW
Page 1 of 1
�-
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
:
Signature:
; � ; , �
i� - ��/ ,�-C'�`--
e Prin �
;y , �,
`/ i���� .'
Title: � " i ,/ �/�'�� ) � ; / < < Z ��
, � _. , , . .
(Please P int)
�
�
I
1_�
26 BEFORE ME, the unc�ersigned authority, on this day personally appeared
27 1-'=�� %,'�. -- ,' � -_�;. �;� �;'"7 � , known to me to be the person whose name is
28 subscribed to the foregoing instrument, and acl�nowled ed to me that he/she executed the same as
29 the act and deed of /� ' � �� �, % f. _ � �-Y': ��� ,��� � , , `,, �l � � t'- i�%lfor the purposes and
30 consideration therein expressed and in tl�� capacity therein stated.
31 �
�����/;�
32 GIV�I�/ IJNDER MY HAND AND SEAL OF OFFICE this `�- �"` day of
33 f� / r: / � , 20 �C
34 �r -, �
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. 01820. 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.
10 CONTRACTQR:
�
12 f ' ' � � ' 'ti �� U,; i;, `, ��('%>c.�, %,7'�j�� �� � /�'��!
13 Company C
14 '' 'l
�s �,�':,r( '�J �,� �G� -
16 Address
17 � '� - -
�� - �
18 ' , '�' ����' � � � .� � � i'�'� � �� . �
19 City/State/Zip `
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
35
36
37
38
� - �:� �-� ,, �
� � = � �� r �c� '�,
otary Public }r��and for the State of Texas
39 END OF SECTION ��°����-
`���o1�py��B��i�^ BECKY SEALE
;?:' '°?. Notary Public, St�to of Texas
;,q *FH,ti My Commissi�n Expiros
40 '%�:,�;� October 11, 2016
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised July l, 2011
FORT WORTH
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT GOALS
The City's MBE goal on thls projeCt IS �_% of the total bld (Base bid applies to Parks and Community Services).
Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in
person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be
evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted:
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded: opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if participation is less than opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no MBE participation: opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed goal. opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at (817) 212-2674.
Rev. 5/30/12
00 52 43 - I
Agreement
Page 1 of 4
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7
SECTION 00 52 43
AGREEMENT
THIS AGRE�M�NT, authorized on APRIL 22, 2014 is made by and between the City of Forth
Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
("City"), and ADVANCED PAVING ACQiTISITION, LTD, authorized to do business in
Texas, acting by and through its duly authorized representative, ("Contractor").
8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
11
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21
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
STREET REHABILITATION (HMAC 2014-1)
02236
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 190 calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
27
28
29
30
31
32
33
34
35
36
Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times speciiied in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difFiculties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Conti•actor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Six Hundred and Fifty Dollars ($650.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-1)
02236
00 52 43 - 2
Agreement
Page 2 of 4
37 Article 4. CONTRACT PRIC�
38 City agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of ONE MILLION NINE HUNDRED SEVENTY
40 TWO THOUSAND ONE HUNDRED S�V�NTY FOUR DOLLARS AND FORTY FIVE
41 CENTS (1,972,174.45).
42 Article 5. CONTRACT DOCLTMENTS
43 5.1 CONTENTS:
44
45
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48
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58
59
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A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
l. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalifcation Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MBE and/or SBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-1)
02236
00 52 43 - 3
Agreement
Page 3 of 4
77 Article 6. INDEMNIFICATION
78
79
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86
87
88
89
90
91
92
93
94
95
96
97
98
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemni�cation nrovision is sqecificallv intended to operate
and be effective even if it is alle�ed or proven that all or some of the dama�es bein„g
sou�ht were caused, in whole or in nart, by any act, omission or ne�ligence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specifically intended to oqerate and be effective even if it is alleged or
proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part,
by any act, omission or ne�li�ence of the city.
Article 7. MISCELLANEOUS
99 7.1 Terms.
100 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
101 have the meanings indicated in the General Conditions.
102 7.2 Assignment of Contract.
103 This Agreement, including all of the Contract Documents may not be assigned by the
104 Contractor without the advanced express written consent of the City.
105 73 Successors and Assigns.
106 City and Contractor each binds itself, its partners, successors, assigns and legal
107 representatives to the other party hereto, in respect to all covenants, agreements and
108 obligations contained in the Contract Documents.
109 7.4 Severability.
110 Any provision or part of the Contract Documents held to be unconstitutional, void or
111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
112 remaining provisions shall continue to be valid and binding upon CITY and
ll3 CONTRACTOR.
114 7.5 Governing Law and Venue.
115 This Agreement, including all of the Contract Documents is performable in the State of
116 Texas. Venue shall be Tarrant County, Texas, or the United States District Coui�t for the
117 Northern District of Texas, Fort Worth Division.
CITY OF PORT WORTH HMAC Surface Overlay (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised August 17, 2012
00 52 43 - 4
Agreement
Page 4 of 4
118 7.6 Other Provisions.
119 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
120 classified, promulgated and set out by the City, a copy of which is attached hereto and
121 made a part hereof the same as if it were copied verbatim herein.
122 7.7 Authority to Sign.
123
124
125
126
127
128
129
130
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WIT'NESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties (`Bffective Date").
;� �
�; Contractor �� � - , �.
�l! I, t r" ��-�(f�� L" � 37'.�j�'� �,���
,
� B � / ✓��/ ; .
/ /
/
(Signature)
� � - 3��'� �,� � /__ � l�' j �/C` !"C !
(Printed Name)
, -. ,
, � % �
�
Title: �� �'� �� ���..�:i�
� �
,!) ,�� -�, � ;
Address ij-� � i ,'� ���
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%�%�E_�� �)c l c—��
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a
� M&c L"- 2G783 � � p � � �
o��
� Date: y 2Z—/� �a� oo°�
d � �, ,, , ��°�000�o�-�
' �� �
City/State/Zi •�' ,� L-������ �`-''� �.,,- /�,-��` � Approved as to Form and Legality:
� �. :���-� _ -� ���� ,
: ._.
Date -� a,.�-
� Assistant City Attorney
131
132
133
134
135
136
137
138
139
i
���
�
- - AP VAL RECOMMENDED:
�FFICIAB� �ECOitI� .� (',,.) , �=-. J ,
��'�'�' ��������� Douglas W iersig, P.E.
�,�,� �����r �� DIRECTO�,
Transportation & Public Works
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
City of Fort Worth
BY� l����oC.scr/f--_
Fernando Costa
Assistant City Manager
Date � • ]
Attest: �' � � , �
City Secreta �'
(Seal) � �' . �� 000�d�
HMAC Surface Overlay (2014-1)
02236
BOND NUMBER: SSB 408259
ISSUED IN FOUR (4) COUNTERPARTS
1
2
3
4
5
6
7
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 13
PERFORMANCE BOND
00 Gl 13 - 1
PERFORMANCE BOND
Page I of 2
§
§ KNOW ALL BY THE5E PRESENTS:
§
8 That we, ADVANCED PAVING ACQUISITION, LTD , known as "Principal" herein and
9 RLI INSURANCE COMPANY , a corporate sw�ety(sureties, if more than
10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, ONE MILLION
13 NINE HUNDRED SEVENTY TWO THOUSAND ONE HUNDRED SEVENTY FOUR
14 DOLLARS AND FORTY FIVE CENTS ($1,972,174.45) , lawful money of the United States, to
15 be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be
16 made, we bind ourselves, our hei�•s, executors, administrators, successors and assigns, jointly and
17 severally, ficmly by these presents.
18 WHEREAS, the Pt•incipal has entered into a certain written contract with the City
19 awarded d1e 22 day of APRIL, 2014, which Contract is hereby referred to and made a part hereof
20 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other
21 accessories defined by law, in the prosecution of the Work, including any Change Orders, as
22 provided for in said Contract designated as STREET REHABILITATION (HMAC 2014-1),
23 02236,
24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
25 shall faithfully perform it obligations under the Contract and shall in all respects duly and
26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
27 specifications, and contract documents therein referred to, and as well during any period of
28 extension of the Contract that may be granted on the part of the City, then this obligation shall be
29 and become null and void, otherwise to remain in full force and effect.
30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
32 Worth Division.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS 02236
Revised July i, 201 I
(-1 �
1
2
3
+ 4
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006113-2
PERFORMANCE BOND
Page 2 of 2
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WH�R�OF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 16th day of May_
, 2014 .
PRINCIPAL:
ADVANCE AVIN AC UISITION LTD
� ,,
° ,' `� �r�:
BY: � �
, i nature
ATTEST:
(Principal) Secretary
Sam L. Garrett, Owner/President
Name and Title
� L �
� �� , �
� / - � E�` ,.�
' � _ �
Witn ss as to P' cipal
�� � -
Witness as to Surety
Address: 2257 Joe Field Rd.
Dallas, TX 75229
SURETY:
RLI INSURANCE COMPANY
: 1`: .�� �. !
V. DeLene Marshall, Attorne�-In-Fact
Name and Title
Address: 9025 North Lindbergh Dri��e
Peoria, IL 61615
Telephone Numbe►•: (800) 645-2405
*Note: If signed by an officer of the Surety Company, there must be on file a certiiied extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different fi•om its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURPACE OVERLAY (2014-1)
02236
BOND NUMBER: SSB 408259
ISSUED IN FOUR (4) COUNTERPARTS
I
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
THE STATE OF T�XAS
COUNTY OF TARRANT
SECTION 00 61 14
PAYMENT BOND
00 61 14 - I
PAYMENT BOND
Page i of 2
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, ADVANCED PAVING ACQUISITION, LTD , known as "Principal" herein,
and RLI INSURANCE COMPANY , a corporate surety
(sureties), 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 City of Fort Worth, a municipal
corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
penal sum of ONE MILLION NINE HLJNDRED SEVENTY TWO THOUSAND ONE
HUNDRED SEVENTY FOUR DOLLARS AND FORTY FIVE CENTS ($1,972,174.45),
lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
payment of which sum well and truly be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents:
18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the
19 22 day of APRIL, 2014 , which Contt•act is hereby referred to and made a part hereof for all
20 purposes as if fully set foi�th herein, to furnish all materials, equipment, labor and other
21 accessories as defned by law, in the prosecution of the Work as provided for in said Contract and
22 designated as STREET REHABILITATION (HMAC 2014-1), 02236.
23 NOW, TH�REFORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defned in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
27 force and effect,
28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
, 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
30 accordance with the provisions of said statute.
KII
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 20t 1
I�
0061 14-2
PAYMENT BOND
Page 2 of 2
1
2
3
� 4
�,
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 16th day of
Ma�, 20 14
ATTEST:
(,P�•incipal) Secretary
, �;
.
!
i \ i' ? _ ��,
� ' "`
Wifness as to/ rincip� �
PRINCIPAL:
ADVANCED PAVIN AC UISITION LTD
.,
�'';' ;f>'
BY: ���
Sjgnatu '
SURETY:
RLI INSURANCE COMPANY
Sam L. Garrett, Owner/President
Name and Title
Address: 2257 Joe Field Rd.
Dallas, TX 75229
ATTEST: BY: � ;��Q J� � \
Signature
C_. ����. � --'77�'1 t�� ����
(Surety) Secretaiy
V. DeLene Mai•shall, Attorne_ -Iy n-Fact
Name and Title
� , •� �
�
� Witness as to Surety
5
6
7
8
9
10
m
Address: 9025 Noi�th Lindbergh Drive
Peoria, IL 61615
Telephone Number: 5800) 645-2405
Note: If signed by an officer of the Surety, there must be on file a cei�tified 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
12
I` CITY OF PORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS 02236
Revised July I, 2011
BOND NUMBER: SSB 408259
ISSUED IN FOUR (4) COUNTERPARTS
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 19
MAINTENANCE BOND
00 61 19 - 1
MAINTENANCE BOND
Page 1 of 3
§
§ KNOW ALL BY THESE PRESENTS:
§
That we ADVANCED PAVING ACQUISITION; LTD , known as "Principal" herein and
RLI 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 City of Fort Woi�th, a municipal corporation created
pursuant to the laws of the State of Texas, known as "City" herein, in the sum of
MILLION NINE HUNDRED SEVENTY TWO THOUSAND ONE HUNDRED SEVENTY
FOUR DOLLARS AND FORTY FIVE CENTS ($1,972,174.45), lawful money of the United
States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly
be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severally, frmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City awarded
the 22 day of APRIL, 2014, which Contract is hereby referred to and a made part hereof for all
purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories
as defned by law, in the prosecution of the Work, including any Work resulting from a duly
authorized Change Order (collectively herein, the "Work") as provided for in said contract and
designated as STREET REHABILITATION (HMAC 2014-1), 02236; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifcations and Contract Documents that the Work is and will
remain free from defects in materiais or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the City of the need thereof at any time within the Maintenance
Period.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
0061 19-2
MAINTENANCE BOND
Page 2 of 3
1 NOW TH�REFORE, the condition of this obligation is such that if Pf•incipal shall
2 remedy any defective Work, for which timely notice was provided by City, to a completion
3 satisfactoiy to the City, then this obligation shall become null and void; otherwise to remain in
4 full force and effect.
5
6 PROVIDED, HOW�VER, if Principal shall fail so to repair or reconstruct any timely
7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
9 the Surety under this Maintenance bond; and
10
11 PROVIDED FURTHER, that if any legal action be iiled on this Bond, venue shall lie in
12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
13 Worth Division; and
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15 PROVIDED FURTHER, that this obligation shall be continuous in natui�e and
16 successive recoveries may be had hereon for successive breaches.
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CITY OF PORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July I, 201 I
(� �
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L.�
0061 19-3
MAINTENANCE BOND
Page 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 16th day of May
, 2014 .
ATTEST:
(Principal) Secretary
�''J
,� / „
�
{( r % �;% � /'� �� ' _
Wi ness as tq �rincipaf
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�,/
ATTEST:
C -� r,���� %?�L����`,✓" -
(Surety) S �retary�
' ��,
Witness as to Surety
PRINCIPAL:
ADVANCED AVING QUISITION, LTD
�
y � , %�i', f i
BY: 51�%
Signature
Sam L. Garrett, Owner/President
Name and Title
Address: 2257 Joe Field Rd.
Dallas, TX 75229
SURETY:
RLI INSURANCE COMPANY _
� .
BY: �
Signature `�
V. DeLene Marshall, Attorney-In-i�aci _
Name and Title
Add►•ess:9025 North Lindbergh Drive
Peoria, IL 61615
Telephone Number: (800) 645-2405
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
fi•om the by-laws showing that this pet•son has authority to sign such obligation. If
Surety's physical address is different fi•om its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2014-1)
02236
�
�,
R�I� c ic
an NLI Compeny
P.O. Box 3967 � Peoria, IL 61612-3967
Phone:(800)645-2402�Fax:(309)689-2036
Know All Men by These Presents:
POWER OF ATTORNEY
RLI Insurance Company
Contractors Bonding and Insurance Company
That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the
approving officer if desired.
That this Power of Attorney may be effective and given to either or both of RLI Insurance Company and Contractors Bonding and
Insurance Company, required for the applicable bond.
That RLI Insurance Company, a Illinois corporation, and/or Contractors Bonding and Insurance Company, a Washington
corporation (as applicable), each authorized and licensed to do business in all states and the District of Columbia do hereby make,
constitute and appoint:
Lisa M. Bonnot, Don E. Cornell, Robbi Morales, Ricardo J. Revna V. DeLene Marshall iointly or severallv
m the City of Dallas , State of Texas , as Attoiney in Fact, with full power and authority hereby
conferred upon him/her to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds,
undertakings, and recognizances in an amount not to exceed Ten Million Dollars
� _ ( $10,000,000.00 ) for any single obligation.
The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had
been executed and acknowledged by the regularly elected officers of this Company.
RLI Insurance Company and Contractors Bonding and Insurance Company, as applicable, have each further certified that the
following is a true and exact copy of the Resolution adopted by the Board of Directors of each such corporation, and now in force, to-wit:
"All bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the
corporate name of the Corporation by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by
such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant
Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or
undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies,
undertakings, Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate
seal may be printed by facsimile or other electronic image."
IN WITNESS WHEREOF, RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have
caused these presents to be executed by its respective Vice President with its corporate seal affixed this 3rd day of October, 2013.
State of Illinois
County of Peoria
�,,,�,��������,,,,
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On this 3rd day of October 2013
,� � before me, a Notary Public, personally appeared Rov C. Die , who
being by me duly sworn, acknowledged that he signed the above Power of
Attorney as the aforesaid officer of the RLI Insurance Company and/or
i, Contractors Bonding and Insurance Company, and acknowledged said
I instrument to be the voluntary act and deed of said corporation.
�
� � �
M.
"OFFICIAL SEAL"
JACQUELINE M. BOCKLER
CAMMISSION EXPIRES 03/19/14
RLI Insurance Company
Contractors Bonding and Insurance Company
Roy C. Die � Vice President
CERTIFICATE
I, the undersigned officer of RLI Insurance Company, a stock
corporation of the State of Illinois, and/or Contractors Bonding and
Insurance Company, a Washington corporation, do hereby certify
that the attached Power of Attomey is in full force and effect and is
inevocable; and furthermore, that the Resolution of the Company as
set forth in the Power of Attorney, is now in force. In testimony
whereof, I have hereunto set my hand and the seal of the RLI
Insurance Company.and/or Contractors Bo►zding and Insurance
Company this Il�i6^, day of]�j�, 4,
, RLI Insurance Company
Notary Public Contractors Bonding and Insurance Curnpany
x
Roy C. Die Vice President
4271584020212 A0059913
� RLI [usurance Company Texas Policyholder Notice
R�' P'O. Box 39(7 Peoria, IL C1612-39(7
Phone:309-692-1000 Fax:309-683-IGIO
IMPORTANT NOTICE
To obtain infonnation or make a complaint:
You may call RLI Insurance Company's toll free telephone
number for information or to make a complaint at
800-645-2402.
You may also write to RLI Insurance Company at:
9025 N. Lindbergh Drive
Peoria, IL 61615
FAX # 309-683-1610
You may contact the Texas Department of Insurance to obtain
information on companies, coverages, rights or complaints at
1-800-252-3439
You may also write the Texas Department of Insurance:
P.O. Box 149104
Austin, TX 78714-9104
Fax Number: (512) 475-1771
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection a,tdi.texas.�ov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a
claim, you should contact the agent first If the dispute is not
resolved, you may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for infonnation only and does not become a part or
condition of tt�e attached document.
UW 1042ML(04/13)
AVISO IMPORTANTE
Para obtener informacion o para someter una queja:
Usted puede llamar al numero de telefono gratis de RLI
Insurance Company's para informacion o para someter una
queja al 800-645-2402.
Usted tambien puede escribir a RLI Insurance Company:
9025 N. Lindbergh Drive
Peoria, IL 61615
FAX # 309-683-1610
Puede comunicarse con el Departamento de Seguros de Texas
para obtener infarmacion acerca de companias, coberturas,
derechos o quejas al 1-800-252-3439
Puede escribir al Departamento de Seguros de Texas:
P.O. Box 149104
Austin, TX 78714-9104
Fax Number: (512) 475-1771
Web: httn://www.tdi.texas.gov
E-mail: ConsumerProtection(a�tdi.texas.gov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un reclamo, debe
comunicarse con el agente primero. Si no se resuelve la disputa,
puede entonces comunicarse con el departamento (TDI).
UNA ESTE AVISO A SU POLIZA;
Este aviso es solo para proposito de informacion y no se convierte
en parte o condicion del documento adjunto.
M4201413
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO ULTRA ENDORSEMENT
This endorsement modifies insurance provided under the foilowing:
BUSINESS AUTO COVERAGE FORM
COVERAGE INDEX
Descriptio n
TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE
BROAD FORM INSURED
EMPLOYEES ASINSUREDS
ADDITIONAL INSURED STATUS BY CONTRACT, AGREEMENT OR PERMIT
AMENDED FELLOW EMPLOYEE EXCLUSION
TOWING AND LABOR
PHYSICAL DAMAGE ADDITIONAL TRANSPORTATION EXPENSE COVERAGE
EXTRA EXPENSE - THEFT
RENTAL REIMBURSEMENT AND ADDITIONAL TRANSPORTATION EXPENSE
PERSONAL EFFECTS COVERAGE
AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE
AIRBAG ACCIDENTAL DISCHARGE
AUTO LOAN/LEASE TOTAL LOSS PROTECTION ENDORSEMENT
GLASS REPAIR — DEDUCTIBLE AMENDMENT
AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS
WAIVER OF SUBROGATION REQUIRED BY CONTRACT
UNINTENTIONAL FAILURE TO DISCLOSE
HIRED, LEASED, RENTED OR BORROWED AUTO PHYSICAL DAMAGE
EXTENDED CANCELLATION CONDITION
Page
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The COVERAGE INDEX set forth above is informational only and grants no coverage.
Terms set forth in (Bold Italics) are likewise for information only and by themseives shail be deemed to grant no
coverage.
A. TEMPORARY SUBSTITUTE AUTO PHYSICAL
DAMAGE
SECTION 1— COVERED AUTOS, paragraph C. Certain
Trailers, Mobile Equipment and Temporary
Substitute Autos is amended by adding the following at
the end of the existing language:
B. BROADENED LIABI�ITY COVERAGES
SECTION il — LIABILITY COVERAGE in Paragraph A.
Coverage at 1. Who Is An Insured is amended to
include the following:
(Broad Form insured)
If Physical Damage Coverage is provided under this
Coverage form for an "auto" you own, the Physical
Damage coverages provided for that owned "auto" are
extended to any "auto" you do not own while used with
the permission of its owner as a temporary substitute for
the covered "auto" you own that is out of service
because of its breakdown, repair, servicing, "loss", or
, destruction.
d. Any legally incorporated subsidiary in which you
own more than 50% of the voting stock on the
effective date of the Coverage Form. However, the
Named Insured does not include any subsidiary that
is an "insured" under any other automobile policy or
would be an "insured" under such a policy but
for its termination or the exhaustion of its Limit
of Insurance.
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CA 71 09 01 06
e. Any organization that is acquired or formed by you,
during the term of this policy and over which you
maintain majority ownership. However, the Named
Insured does not include any newly formed or
acquired organization:
(1) That is a joint venture or partnership,
(2) That is an "insured" under any other policy,
(3) That has exhausted its Limit of Insurance under
any other policy, or
(4) 180 days or more after its acquisition or
formation by you, unless you have given us
notice of the acquisition or formation.
Coverage does not apply to "bodily injury" or
"property damage" that results from an accident that
occurred before you formed or acquired the
organization.
C. AMENDED FELLOW EMPLOYEE EXCLUSION
Oniy with respect to your "employees" who occupy
positions which are supervisory in nature, SECTION II.
LIABILITY B. Exclusion 5. Fellow Employee is
repiaced by:
5. Fellow Employee
"Bodily injury":
(a) To you, or your partners or members (if you
are a partnership or joint venture), or to your
members (if you are a limited liability
company);
(b) To your "executive officers" and directors (if
you are an organization other than a
partnership, joint venture, or limited liabiliry
company) but oniy with respect to
performance of their duties as your officers
or directors;
(Employee as /nsureds)
f. Any employee of yours while acting in the course of
your business or your personal affairs while using a
covered "auto" you do not own, hire or borrow.
(Additional Insured Siatus by Contract, Agreement
or Permit)
g. Any person or organization whom you are required
to add as an additional insured on this policy under
a written contract or agreement; but the written
contract or agreement must be:
(1) Currently in effect or becoming effective during
the term of this policy; and
(2) Executed prior to the "bodily injury" or "property
damage".
The additional insured status will apply only with respect
to your liability for "bodily injury" or "property damage"
which may be imputed to that person(s) or
organization(s) directly arising out of the ownership,
maintenance or use of the covered "autos" at the
location(s) designated, if any.
Coverage provided by this endorsement will not exceed
the limits of liability required by the written contract or
written agreement even if the limits of liability stated in
the policy exceed those limits. This endorsement shali
not increase the limits stated in Section II. C. Limits of
Insurance.
For any covered "auto" you own this Coverage Form
provides primary coverage.
(c) For which there is an obligation to share
damages with or repay someone else who
must pay damages because of the injury
described in paragraph a and b above; or
(d) Arising out of his or her providing or failing
to provide professional heaith care services.
For purposes of this endorsement, a position is deemed
to be supervisory in nature if that person performs
principle work which is substantially different from that
of his or her subordinates and has authority to hire,
transfer, direct, discipline or discharge.
D. BROADENED PHYSICAL DAMAGE COVERAGES
SECTION III — PHYSICAL DAMAGE COVERAGE
Coverage is amended as follows:
(i'OWING AND LABOR)
2. Towing and �abor
We will pay towing and labor costs incurred, up to the
limits shown below, each time a covered "auto"
classified and rated as a private passenger type, "light
truck" or "medium truck" is disabled:
(a) For private passenger type vehicles or "light
trucks" we will pay up to $75 per
disablement. "Light trucks" have a gross
vehicle weight (GVW) of 10,000 pounds or
less.
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CA 71 09 01 06
(b) For "medium trucks" we will pay up to $150
per disablement. "Medium trucks" have a
gross vehicle weight (GVW) of 10,001 Ibs.
to 20,000 pounds.
However, the labor must be performed at the place of
disablement.
(PHYSICAL DAMAGE ADDITIONAL
TRANSPORTATION EXPENSE COVERAGE)
4. Coverage Extensi ons
a. Transportation Expense is amended to
provide the following limits:
We will pay up to $50 per day to a maximum of
$1,000. All other terms and provisions of this
section remain applicable.
(EXTRA EXPEIVSE - THEFT)
The following language is added to 4. Coverage
Extensions:
c. Theft Recovery Expense
If you have purchased Comprehensive
Coverage on an "auto" that is stolen, we will pay
the expense of returning that stolen auto to you.
The limit for this coverage extension is $5,000.
(RENTAL REIMBURSEMENT AND ADDITIONAL
TRANSPORTATION EXPENSE)
d. Rental Reimbursement
We will provide Rental Reimbursement and
Additional Expense coverage only for those
Physical Damage coverages for which a
premium is shown in the Declarations or
schedule pages. Coverage applies only to a
covered "auto" of the private passenger or light
truck (10,000 Ibs, or less gross vehicle weight)
type for which Physical Damage coverages
apply.
(1) We will pay for auto rental expense and the
expense incurred by you because of "loss"
to remove and transfer your materials and
equipment from a covered "auto" to a
covered "auto." Payment applies in addition
to the otherwise appiicable coverage you
have on a covered "auto," No deductible
applies to this coverage.
If you have purchased Comprehensive
Coverage on this policy for an "auto" you own
and that "auto" is stolen, we will pay, without
application of a deductible, up to $500 for
Personal Effects stolen with the "auto". The
insurance provided under this provision is
excess over any other collectible insurance. For
this coverage extension, Personal Effects
means tangible properry that is worn or carried
by an "insured". Personal Effects does not
include tools, jewelry, guns, musical
instruments, money, or securities.
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(2) We will pay only for expenses incurred
during the policy period and beginning 24
hours after the "loss" and ending, regardless
of the policy's expiration, with the lesser of
the following number of days:
(a) The number of days reasonably
required to repair or replace the covered
"auto:' If "loss" is caused by theft, this
number of days is added to the number
of days it takes to locate the covered
"auto" and return it to you, or
(b) 30 days.
(3) Our payment is limited to the lesser of the
following amounts:
(a) Necessary and actual expenses
incurred; or
(b) $35 per day.
(c) This coverage does not apply while
there are spare or reserve "autos"
available to you for your operations.
(d) If "loss" results from the total theft of a
covered "auto" of the private passenger
or light truck type, we will pay under this
coverage only that amount of your
rental reimbursement expense which
is not already provided for under the
SECTION III — PHYSICAL DAMAGE
COVERAGE, A. Coverage, 4.
Coverage Extensions, a.
Transportation Expenses.
(PERSONAL EFFECTS COVERAGE)
e. Personal Effects
CA 71 09 01 06
(AUDlO, V/SUAL AND DATA ELECTRONIC
EQUIPMENT COVERAGE)
(Deletion of Audio Visual Eguipment Exciusion)
f. Audio, Visual and Data Electronic
Equipment Coverage.
We will pay for "loss" to any electronic
equipment that receives or transmits audio,
visual or data signals and that is not designed
solely for the reproduction of sound. This
coverage applies only if the equipment is
permanently installed in a covered "auto" at the
time of the "loss" or the equipment is removable
from a housing unit which is permanently
installed in a covered "auto" at the time of the
"loss", and such equipment is designed to be
solely operated by use of the power from the
"auto's" electrical system, in or upon the
covered "auto"
(1) We will pay with respect to a covered "auto"
for "loss" to any accessories used with the
electronic equipment described above.
However, this does not include tapes,
records or discs.
(2) In addition to the exciusions that apply to
Physical Damage Coverage with exception
of the exclusion relating to audio, visual and
data electronic equipment, the following
exclusions also apply:
(3) We wiil not pay for any electronic
equipment or accessories used with such
electronic equipment that are:
(a) Necessary for the normal operation of
the covered "auto" for the monitoring of
the covered "auto's" operating system;
or
(b) Both:
An integral part of the same unit
housing any sound reproducing
equipment designed solely for the
reproducing of sound if the sound
reproducing equipment is permanently
instalied in the covered "autd; and
Permanentiy installed in the opening of
the dash or console normally used by
the manufacturer for the installation of a
radio.
(4) With respect to this coverage, the most we
will pay for all "loss" of audio, visuai or data
electronic equipment and any accessories
used with this equipment as a result of any
one "accidenY' is the lesser of:
(a) The actual cash value of the damaged
or stolen property as of the time of the
"loss' ;
(b) The cost of repairing or replacing the
damaged or stolen property with other
property of like kind and quality; or
$1,000;
minus a deductible of $100.
An adjustment for depreciation and physical
condition will be made in determining actual
cash value at the time of loss. If a repair or
replacement results in better than like kind
or quality, we will not pay for the amount of
the betterment.
If there is other coverage provided for audio,
visual and data electronic equipment, the
coverage provided herein is excess over any
other coliectible insurance.
(AIRBAG ACCIDENTAL D/SCHARGE)
D. SECTION III — PHYSICAL. DAMAGE COVERAGE,
B. Exclusions is amended as follows:
The following language is added to Exclusion 3.:
If you have purchased Comprehensive or Collision
Coverage under this policy, this exclusion does not
apply to mechanical breakdown relating to the
accidental discharge of an air bag. This coverage
applies only to a covered auto you own and is
excess of any other collectible insurance or warranty.
No deductible applies to this coverage.
E. AUTO LOAN/LEASE TOTAL LOSS PROTECTION
SECTION III — PHYSICAL DAMAGE COVERAGE — C.
Limit of Insurance is amended by adding the following
language:
4. In the event of a total "loss" to a covered "auto"
shown in the Schedule pages, subject at the time of
the "loss" to a loan or lease, we will pay any unpaid
amount due on the lease or loan for a covered
"auto" less:
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CA 71 09 01 06
a. The amount paid under the Physical Damage
Coverage Section of the policy; and
b. Any:
(1) Overdue lease / loan payments at the time
of the "loss' ;
(2) Financial penalties imposed under a lease
for excessive use, abnormal wear and tear
or high mileage;
(3) Security deposits not returned by the lessor;
(4) Costs for extended warranties, Credit Life
Insurance, Health, Accident or Disability
Insurance purchased with the loan or lease;
and
(5) Carry-over balances from previous loans or
leases.
(GLASS REPAIR — DEDUCTIBLE AMENDMENT)
Under D., Deductible is amended by adding the
foliowing:
(4) Your members, managers or insurance
manager, if you are a limited liability
company; or
(5) Your officials, trustees, board members or
insurance manager, if you are a
not-for-profit organization.
G. WAIVER OF SUBROGATION REQUIRED BY
CONTRACT
Under SECTION IV, BUSINESS AUTO
CONDITIONS, A. Loss Conditions 5. Transfer
of Rights of Recovery Against Others to Us
the following language is added:
However, we waive any rights of recovery we may
have against the person or organization with whom
you have agreed in writing in a contract, agreement
or permit, to provide insurance such as is afforded
under the policy to which this endorsement is
attached. This provision does not apply unless the
written contract or written agreement has been
executed, or permit has been issued, prior to the
"bodily injury" or "property damage."
Any deductible shown in the Declarations as
applicable to the covered "auto" will not apply to
glass breakage if the damaged glass is repaired,
rather than replaced.
F. AMENDED DUTIES IN THE EVENT OF
ACCIDENT, CLAIM, SUIT OR LOSS
Under SECTION IV — BUSINESS AUTO CONDITIONS,
Subsection A., Loss Conditions , the following is
added to paragraph 2. Duties In The Event of
Accident, Suit or Loss:
d. Knowledge of any "accident," "claim," "suiY' or
"loss" will be deemed knowledge by you when
notice of such "accident," "ciaim," "suit" or "loss"
has been received by:
(1) You, if you are an individual;
(2) Any partner or insurance manager if you are
a partnership;
(3) An executive officer or insurance manager,
if you are a corporation;
H, UNINTENTIONAL FAILURE TO DISCLOSE
Under SECTION IV — BUSINESS AUTO
CONDITIONS, Subsection B. General Conditions ,
the following is added to 2. Concealment,
Misrepresentation Or Fraud :
Your unintentional error in disclosing, or failing to
disciose, any material fact existing at the effective
date of this Coverage Form, or during the policy
period in connection with any additional hazards, will
not prejudice your rights under this Coverage Form.
I. HIRED, LEASED, RENTED OR BORROWED
AUTO PHYSICAL DAMAGE
Under SECTION IV — BUSINESS AUTO CONDITIONS
B. General Conditions 5. Other Insurance
Paragraph 5.b. is replaced by the foilowing:
b. (1) For "Comprehensive" and "Collision" Auto
Physical Damage provided by this endorsement,
the following are deemed to be covered "autos"
you own:
(a) Any Covered "auto" you lease, hire, rent or
borrow; and
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CA 71 09 01 06
(b) Any Covered "auto" hired or rented by your
"employee" under a contract in that
individuai "employee's" name, with your
permission, while performing duties related
to the conduct of your business.
However, any "auto" that is leased, hired, rented or
borrowed with a driver is not a covered "auto"
(2) Limit of Insurance For This Section
The most we will pay for any one "loss" is the
lesser of the foliowing:
(a) $50,000 per accident, or
(b) actual cash value at the time of loss, or
(c) cost of repai r.
minus a$500 deductible. An adjustment for
depreciation and physical condition will be made
in determining actual cash value in the event of
a total loss. No deductible applies to "loss"
caused by fire or lightning.
(3) This Hired Auto Physical Damage coverage is
excess over any other collectible insurance.
(4) Definitions For This Section
(a) Comprehensive Coverage: from any cause
except the covered "auto's" collision with
another object or the covered "auto's"
overturn. We will pay glass breakage, "loss"
caused by hitting a bird or animal and, "loss"
caused by faliing objects or missiles.
(b) Collision Coverage: caused by the covered
"auto's" collision with another object or by
the covered "auto's" overturn.
J. EXTENDED CANCELLATI ON CONDITION
A. Under CANCELLATION, of the COMMON POLICY
CONDITIONS form, item 2.b. is replaced by the
foilowing:
b. 60 days before the effective date of cancellation
if we cancel for any other reason
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COMMERCIAL GENERAL LIABI�ITY
CG 20 33 07 04
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED — OWNERS, LESSEES OR
CONTRACTORS — AUTOMATIC STATUS WHEN
REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
A. Section II — Who Is An Insured is amended to
include as an additional insured any person or
organization for whom you are performing
operations when you and such person or
organization have agreed in writing in a contract or
agreement that such person or organization be
added as an additional insured on your policy. Such
person or organization is an additional insured only
with respect to liabiliry for "bodily injury", "property
damage" or "personal and advertising injury"
caused, in whole or in part, by:
1. Your acts or omissions; or
2. The acts or omissions of those acting on your
behalf;
in the performance of your ongoing operations for
the additional insured.
A person's or organization's status as an additional
insured under this endorsement ends when your
operations for that additional insured are completed.
B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:
This insurance does not apply to:
1. "Bodily injury", "property damage" or "personal
and advertising injury" arising out of the
rendering of, or the failure to render, any
professional architectural, engineering or
surveying services, including:
a. The preparing, approving, or failing to
prepare or approve, maps, shop drawings,
opinions, reports, surveys, field orders,
change orders or drawings and
specifications; or
b. Supervisory, inspection, architectural or
engineering activities.
2. "Bodily injury" or "property damage" occurring
after:
a. Ali work, including materiais, parts or
equipment furnished in connection with such
work, on the project (other than service,
maintenance or repairs) to be performed by
or on behalf of the additional insured(s) at
the location of the covered operations has
been completed; or
b. That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or
subcontractor engaged in performing
operations for a principal as a part of the
same project.
CG 20 33 07 04
O ISO Properties, Inc., 2004
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POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 20 37 07 04
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVEFiAGE PART
SCHEDULE
Name Of Additional Insured Person(s)
Or Or anization s: Location And Descri tion Of Com leted O erations
Information re uired to com lete this Schedule, if not shown above, will be shown in the Declarations.
j Section II — Who Is An Insured is amended to include
as an additional insured the person(s) or organization(s)
shown in the Schedule, but only with respect to liabiliry
for "bodily injury" or "property damage" caused, in whole
' or in part, by "your work" at the location designated and
` ' described in the schedule of this endorsement
performed for that additional insured and included in the
"products-completed operations hazard".
CG 20 37 07 04 OO ISO Properties, Inc., 2004
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Page 1 of 1
TEXAS - EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT
COMMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT SUMMARY OF COVERAGES
CG 72 08 09 13
This is a summary of the various additional coverages and coverage modifications provided by
this endorsement. No coverage is provided by this summary.
* Coverage for non-owned watercraft is extended to 51 feet in length
* Voluntary Property Damage Coverage
$5,000 Occurrence with a $10,000 Aggregate
'' Care, Custody and Control Property Damage Coverage
$25,000 Occurrence with a$100,000 Aggregate -$500 Deductible
* Product Recali Expense
$25,000 Each Recall Limit with a$50,000 Aggregate -$1,000 Deductible
* Water Damage Legal Liability - $25,000
* Increase in Supplementary Payments: Bail Bonds to $1,000 and Loss of Earnings to $500
* For newiy formed or acquired organizations - extend the reporting requirement to 180 days
* Automatic Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction
Agreement With You
* Automatic Additional Insured - Vendors
* Automatic Additional Insured - Lessor of Leased Equipment Automatic Status When Required in Lease Agreement
With You
* Automatic Additional insured - Managers or Lessor of Premises
* Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured
* Additional Insured — State or Governmental Agency or Subdivision or Political Subdivision — Permits or
Authorizations
" Additional Insured — Consolidated Insurance Program (Wrap -Up) Off-Premises Operations Only; Owners, Lessees
or Contractors — Automatic Status When Required in Construction Agreement With You
� Additional Insured - Employee Injury to Another Employee
* Primary and Non-Contributory Additional Insured — Limited Parties
* Contractors Blanket Additional Insured — Limited Products — Completed Operations Coverage
* Expanded Fire Legal Liability to include Explosion, Lightning and Sprinkler Leakage
* Automatically included - Aggregate Limits of Insurance (per location)
* Automatically included - Aggregate Limits of Insurance (per project)
" Knowledge of occurrence - Knowiedge of an "occurrence", "claim or suit" by your agent, servant or employee shall
not in itself constitute knowledge of the named insured unless an officer of the named insured has received such
notice from the agent, servant or employee.
* Unintentional failure to disclose ali hazards. If you unintentionaily fail to disclose any hazards existing at the inception
date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this
provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal.
* Liberalization Condition
* Mobile equipment to include snow removal, road maintenance and street cleaning equipment less than 1,000 Ibs
GVW
* Bianket Waiver of Subrogation
" Properry Damage - Borrowed Equipment
'` Property Damage Liability - Elevators
* Bodily Injury Redefined
* Extended Property Damage
* Damage to Media Legal Liability -$50,000
* Designated Operations Covered by a Consolidated (Wrap -Up) Insurance Program — Limited Coverage
* "Insured Contract" redefined for �imited Railroad Contractual Liability
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CG 72 08 09 13
REFER TO THE ACTUAL ENDORSEMENT FOLLOWING ON PAGES 2 THROUGH 17 FOR CHANGES
AFFECTING YOUR INSURANCE PROTECTION
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
EXTENDED ULTRA LIABILITY PLUS ENDORSEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
���[�7i�Q�Z�I�L�S.�9
COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
The Following changes are made to 2. Exclusions:
Extended Property Damage
Exciusion 2.a.: Expected or Intended Injury is replaced with the following:
a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exciusion does
not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or
property.
Extended Watercraft Coverage
Exclusion g.(2) is deleted and replaced by the foliowing:
g.(2) A watercraft you do not own that is:
(a) Less than 51 feet long;
(b) Not being used to carry persons or properry for a charge;
Property Damage Liability - Borrowed Equipment
The following is added to Exclusion j.:
Paragraph (4) of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and
while not being used to perform operations. The most we will pay for "property damage" to any one borrowed
equipment item under this coverage is $25,000 per occurrence. The insurance afforded under this provision is
excess over any valid and collectible property insurance (including deductible) available to the insured, whether
primary, excess, contingent or on any other basis.
Property Damage Liability - Elevators
The following is added to Exclusion j.:
Under Paragraph 2. Exciusions of Coverage A. "Bodily Injury" and "Property Damage" Liability Paragraphs 3, 4& 6
of this exclusion do not apply to "property damage" resulting from the use of elevators. However, any insurance
provided for such "property damage" is excess over any valid and collectibie property insurance (including
deductible) available to the insured, whether primary, excess, contingent or on any other basis.
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CG 72 08 09 13
The last paragraph of Item 2. Exciusions is deleted and repiaced by the following:
Exclusions c, through n. do not apply to damage by fire, explosion, lightning, smoke resulting from such fire,
explosion, or lightning or sprinkler leakage to premises while rented to you or temporarily occupied by you with
permission of this owner. A separate limit of insurance applies to this coverage as described in Section III - Limits of
Insurance.
THE FOLLOWING COVERAGES ARE ADDED:
Voluntary Property Damage Coverage
The insurance provided under Coverage A(Section I) is amended to include "property damage" to property of others
caused by the insured:
a. While in your possession; or
b. Arising out of "your work".
Coverage applies at the request of the insured, whether or not the insured is legally obligated to pay.
For the purposes of this Voluntary Property Damage Coverage only:
1. Exclusion j. Damage to Property under Coverage A(Section I) is deleted and replaced by the foilowing:
j. Damage to Property
"Properry damage" to:
(1) Property held by the insured for servicing, repair, storage or sale at premises you own, rent, lease, operate or
use;
(2) Properiy transported by or damage caused by any "automobile", "watercraft" or "aircraft" you own, hire or
lease;
(3) Property you own, rent, lease, borrow or use.
Care, Custody and Control Property Damage Coverage
For the purpose of this Care, Custody and Control Properry Damage Coverage only:
1. Item (4) of Exclusion j. of Coverage A(Section I) does not apply.
COVERAGE M. DAMAGE TO MEDIA LEGAL LIABILITY
1. Insuring Agreement
a. We will pay those sums that the insured becomes legally obligated to pay as damages because of damage to
"electronic data" to which this insurance applies. We will have the right and duty to defend the insured against
any "suit" seeking those damages. However, we will have no dury to defend the insured against any "suit"
seeking damages for "electronic data" to which this insurance does not apply. We may, at our discretion,
investigate any "occurrence" and settle any claim or "suit" that may result. But:
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CG 72 08 09 13
(1) The amount we will pay for damages is limited to $50,000.
(2) Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of
judgments or settlements under this coverage or any other applicable coverage or medical expenses under
Coverage C.
No other obligation or liabiliry to pay sums or perform acts or services is covered unless explicitly provided for
under Supplementary Payments.
b. This insurance applies to damages to "electronic data" only if:
(1) The damage to "electronic data" is caused by an "occurrence" that takes piace in the "coverage
territory' ;
(2) The damage to "electronic data" occurs during the policy period; and
(3) Prior to the policy period, no insured listed under Paragraph 1. of Section II - Who Is An Insured and no
"employee" authorized by you to give or receive notice of an "occurrence" or claim, knew that the damage to
"electronic data" had occurred, in whole or in part. If such a listed insured or authorized "employee" knew,
prior to the policy period, that the damage to "electronic data" occurred, then any continuation, change or
resumption of such damage to "electronic data" during or after the policy period will deemed to have been
known prior to the policy period.
c. Damage to "electronic data" which occurs during the policy period and was not, prior to the policy period, known
to have occurred by any insured listed under Paragraph 1, of Section II - Who Is An Insured or any "employee"
authorized by you to give or receive notice of an "occurrence" or claim, inciudes any continuation, change or
resumption of that damage to "electronic data" after the end of the policy period.
d. Damage to "electronic data" will be deemed to have been known to have occurred at the earliest time when any
insured listed under Paragraph 1 of Section II - Who Is An Insured or any "employee" authorized by you to give
or receive notice of an "occurrence" or claim:
(1) Reports all or any part, of the damage to "electronic data" to us or any other insurer;
(2) Receives a written or verbal demand or claim for damages because of the damage to "electronic data"; or
(3) Becomes aware by any other means that damage to "electronic data" has occurred or has begun to occur.
2. Exclusions
This insurance does not apply to:
a. Expected Or Intended Injury
Damage to "electronic data" expected or intended from the standpoint of the insured.
b. Contractual Liability
Damage to "electronic data" for which the insured is obligated to pay damages by reason of the assumption of
liability in a contract or agreement. This exciusion does not apply to liability for damages that the insured would
have in the absence of the contract of agreement.
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CG 72 08 09 13
c. Pollution
Damage to "electronic data" arising out of the actual, alieged or threatened discharge, dispersal, seepage,
migration, release or escape of "poilutants".
d. Aircraft, Auto, Watercraft or Mobile Equipment
Damage to "electronic data" arising out of:
(1) The transportation of "mobile equipment" by an "auto" owned or operated by or rented or loaned to any
insured; or
(2) The use of "mobile equipment" in, or while in practice for, or while being prepared for, any prearranged
racing, speed, demolition or stunting activity.
e. War
Damage to "electronic data" however caused, arising directly or indirectly, out of:
(1) War, including undeclared or civil war;
(2) Warlike action by a military force, including action in hindering or defending against an actual or expected
attack, by any government, sovereign or other authority using military personnel or other agents; or
(3) Insurrection, rebellion, evolution, usurped power or action taken by governmental authority in hindering or
defending against any of these.
f. Damage To Property
Damage to "electronic data" that is:
(1) Property you own, rent or occupy, including any costs or expenses incurred by you, or any other person,
organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for
any reason, inciuding prevention of injury to a person or damage to another's property;
(2) Property loaned to you;
(3) Personal properry in the care, custody or control of the insured;
(4) That particular part of real property on which you or any contractors or subcontractors working directly or
indirectly on your behalf are performing operations, if the "property damage" arises out of those operations;
or
(5) That particular part of any property that must be restored, repaired or replaced because "your work" was
incorrectly performed on it.
g. Damage To Your Product
Damage to "electronic data" in "your product" or arising out of it or any part of it.
h. Damage To Your Work
Damage to "electronic data" in "your work" arising out of it or any part of it and included in the "products-
completed operations hazard".
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CG 72 08 09 13
i. Damage To Impaired Property Or Property Not Physically Injured
Damage to "electronic data" in "impaired properry" or property that has not been physically injured, arising out of:
(1) A defect, deficiency, inadequacy or dangerous condition in "your product" or "your work"; or
(2) A delay or failure by you or anyone acting on your behalf to periorm a contract or agreement in accordance
with its terms.
j. Recall Of Products, Work Or impaired Property
Damages claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall,
inspection, repair, replacement, adjustment, removal or disposal of:
(1) "Your product";
(2) "Your work"; or
(3) "Impaired properry';
if such product, work or property is withdrawn or recalled from the market or from use by any person or
organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it.
k. Personal And Advertising Injury
Damage to "electronic data" arising out of "personai and advertising injury".
COVERAGE R. PRODUCT RECALL EXPENSE
1. Insuring Agreement
a. We will pay 90% of "product recall expense" you incur as a result of a"product recall" you initiate during
the coverage period.
b. We will only pay for "product recall expense" arising out of "your products" which have been physically
relinquished to others.
The most we will pay is $25,000 for Each Recall Limit subject to a$50,000 Aggregate.
a. The Aggregate Limit shown above is the most we will pay for the sum of ail "product recail expense" you
incur as a result of all "product recalls" you initiate during the endorsement period.
b. The Each Product Recall Limit shown above is the most we will pay, subject to the Aggregate and $1,000
deductible, for "product recall expense" you incur for any one "product recali" you initiate during the
endorsement period.
2. Exclusions
This insurance does not apply to "product recall expense" arising out of:
a. Any fact, circumstance or situation which existed at the inception date of the policy and which you were
aware of, or couid reasonably have foreseen that would have resulted in a"product recall".
b. Deterioration, decomposition or transformation of a chemical nature, except if caused by an error in the
manufacture, design, processing, storage, or transportation of "your product".
c. The withdrawal of similar products or batches that are not defective, when a defect in another product or
batch has been found.
d. Act, errors or omissions of any of your employees, done with prior knowlege of any of your officers or
directors.
e. Inherent vice, meaning a natural condition of property that causes it to deteriorate or become damaged.
f. "Bodily injury" or "property damage"..
g. Failure of "your product" to accomplish its intended purpose, including any breach of warranty of fitness,
qualiry, efficacy or efficiency, whether written or implied.
;'
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CG 72 08 09 13
h. Loss of reputation, customer faith of approvai, or any costs incurred to regain customer market, or any
other consquential damages.
i. Legal fees or expenses.
j. Damages claimed for any loss, cost or expense incurred by you or others for the loss of use of "your
product".
k. "Product recall expsense" arising from the "product recall" of any of "your products" for which coverage is
excluded by endorsement. •
I. "Product recall expsense" arising from the "product recall" of any of "your products" on or after the
designated shelf life has expired.
3. Loss Payment
With respect to Coverage R, the following conditions apply:
a. Claims Handling
(1) Within 15 days after we receive written notice of claim, we wiil:
(a) Acknowiege receipt of the ciaim. If we do not acknowledge receipt of the claim in writing, we will
keep a record of the date, method and content of the acknowledgment;
(b) Begin any investigation of the claim; and
(c) Request a signed, sworn proof of loss, specify the information you must provide and suppiy you
with the necessary forms. We may request more information at a later date, if during the
investigation of the claim such additional information is necessary.
(2) We will notify you in writing as to whether:
(a) The ciaim or part of the claim will be paid;
(b) The claim or part of the claim has been denied, and inform you of the reasons for denial;
(c) More information is necessary; or
(d) We need additional time to reach a decision. If we need additional time, we will inform you of the
reasons for such need.
We will provide notification, as described in (2)(a) through (2)(d) above, within:
(i) 15 business days after we receive the signed, sworn proof of loss and all information we
requested; or
(ii) 30 days after we receive the signed, sworn proof of loss and all information we requested, if we
have reason to believe the loss resuited from arson.
If we have notified you that we need additional time to reach a decision, we must then either approve or
deny the claim within 45 days of such notice.
b. We will pay for covered loss or damage within 5 business days after:
(1) We have notified you that payment of the claim or part of the ciaim will be made and have reached
agreement with you on the amount of loss; or
(2) An appraisal award has been made.
However, if payment of the claim or part of the claim is conditioned on your compliance with any of the
terms of this policy, we will make payment within 5 business days after the date you have complied with
such terms.
c. Catastrophic Claims
If a claim results from a weather related catastrophe or a major naturai disaster, the claim handiing and
claim payment deadlines described in a. and b. above are extended for an additional 15 days.
Catastrophe or Major Natural Disaster means a weather related event which is:
(1) Declared a disaster under the Texas Disaster Act of 1975; or
(2) Determined to be a catstrophe by the State Board of Insurance.
d. The term "business day", as used in this endorsement, means a day other than Saturday, Sunday or a
holiday recognized by the state of Texas.
e. We will issue loss payment to the first Named Insured shown in the Declarations and any mortgagee or
loss payee as designated.
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CG 72 08 09 13
COVERAGE W- WATER DAMAGE LEGAL LIABILITY
The Insurance provided under Coverage W(Section I) appiies to "property damage" arising out of water damage to
premises that are both rented to and occupied by you.
The Limit under this coverage shall not be in addition to the Damage To Premises i�ented To You Limit.
COVERAGE X— DESIGNATED OPERATIONS COVERED BY A CONSOLIDATED (WRAP-UP) INSURANCE
PROGRAM
The following exclusion is added to Paragraph 2. Exclusions of Section I— Coverage A— Bodily injury And Property
Damage Liability :
This insurance does not apply to "bodily injury" or "property damage" arising out either your ongoing operations or
operations included within the "products-completed operations hazard" for any "consolidated (Wrap-up) insurance
program" which has been provided by the prime contractor / project manager or owner of the construction project in
which you are invoived.
This exciusion applies whether or not a consolidated (Wrap-up) insurance program:
a. Provides coverage idenitcal to that provided by this Coverage Part; or
b. Has limits adequate to cover all claims
This exclusion does not appiy if a"consolidated (Wrap-up) insurance program" covering your operations has been
cancelled, non-renewed or otherwise no longer appiies for reasons other than exhaustion of all available limits, whether
such limits are availabie on a primary, excess or on any other basis. You must advise us of such cancellation,
nonrenewal or termination as soon as practicable.
For purposes of this exciusion a"consolidated insurance program" is a program providing insurance coverage to all
parties for exposures involved with a particular (typicaliy major) construction project.
SECTION I- SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended to read SUPPLEMENTARY
PAYMENTS; and
Items 1.b. and 1.d are amended as follows:
b. Up to $1,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of
any vehicle to which the Bodily Injury Liability Coverage appiies. We do not have to furnish these bonds.
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the
claim or "suit", including actual loss of earnings up to $500 a day because of time off from work.
SECTION 11 - BROAD FORM NAMED INSURED
1. Section II — Who Is An Insured is amended to include as an insured any legally incorporated entiiy of which you own
more than 50 percent of the voting stock during the policy period.
2. For the purpose of the coverage provided by this provision only, the following is added to Condition 4.b. Excess
Insurance, under Section IV - Commercial General Liability Conditions: This insurance is excess over any of the
other insurance, whether primary, excess, contingent or on any other basis, that is available to an insured solely by
reason of ownership by you of more than 50 percent of the voting stock.
3. This provision does not apply to a policy written to apply specifically in excess of this policy.
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CG 72 08 09 13
Item 4.a. is deleted and replaced by the following:
a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or
the end of the policy period, whichever is earlier.
The following are added:
5. Additionai Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction or
Service Agreement With You
a. Any person or organization for whom you are performing operations when you have agreed in writing in a
contract or agreement that such person or organization be added as an additional insured on your policy. Such
person or organization is an additional insured only with respect to your liability which may be imputed to that
person or organization directly arising out of "your work" at the location designated and described in the written
contract or written agreement performed for that person or organization for your ongoing operations and liability
included in the "products-completed operations hazard". A person's or organization's status as an insured for your
ongoing operations under this endorsement ends when your operations for that insured are completed.
b. When coverage provided under this endorsement applies to "bodily injury" or "property damage" arising out of
the "products-completed operations hazard":
(1). Such coverage will not apply subsequent to the first to occur of the following:
(i) The expiration of the period of time required by the written contract or written agreement;
(ii) Five years from the completion of "your work" on the project that is the subject of the written contract or
written agreement.
(iii) The expiration of any applicable statute of limitations or statute or repose with respect to claims arising
out of "your work"
(2). Such coverage will not exceed the limits of liability required by the written contract or written agreement
even if the limits of liability stated in the policy exceed those limits. This endorsement shall not increase the
limits stated in Section 111 — LIMITS OF INSURANCE.
c. With respect to the insurance afforded these additional insureds, the following additional exclusion applies: This
insurance does not apply to:
"Bodily injury", "property damage", or "personal and advertising injury" arising out of the rendering of, or the
failure to render, any professional architectural, engineering or surveying services, including:
(1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys,
field orders, change orders or drawings and specifications; and
(2) Supervisory, inspection, architectural or engineering activities.
6. Additional Insured - Vendors
Any person or organization (referred to below as vendor), but only with respect to "bodily injury" or "property
damage" arising out of "your products", which are distributed or sold in the regular course of the vendor's
business, subject to the following additional exciusions :
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CG 72 08 09 13
a. The insurance afforded the vendor does not apply to:
(1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the
assumption of liabiliry in contract or agreement. This exclusion does not apply to liability for damages that
the vendor would have in the absence of the contract or agreement;
(2) Any express warranty unauthorized by you;
(3) Any physical or chemical change in the product made intentionally by the vendor;
(4) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the
substitution of parts under instructions from the manufacturer, and then repackaged in the original container;
(5) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or
normally undertakes to make in the usual course of business, in connection with the distribution or sale of the
products;
(6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's
premises in connection with the sale of the product;
(7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part
or ingredient of any other thing or substance by or for the vendor.
b. This insurance does not appiy to any insured person or organization, from whom you have acquired such
products, or any ingredient, part of container, entering into, accompanying or containing such products.
7. Additionai Insured - Lessor of Leased Equipment - Automatic Status When Required in Lease Agreement
With You
a. Any person or organization from whom you lease equipment when you and such person or organization have
agreed in writing in a contract or agreement that such person or organization be added as an additionai insured
on your policy. Such person or organization is an insured, but only with respect to your liability arising out of the
maintenance, operation or use of such leased equipment which may be imputed to that person or organization as
the lessor of equipment. A person's or organization's status as an insured under this endorsement ends when
their contract or agreement with you for such leased equipment ends.
b. With respect to the insurance afforded these additional insureds, the following additional exclusion apply:
(1) To any "occurrence" which takes place;
(2) To "bodily injury" or "property damage" arising out of the sole negligence of such person or organization.
8. Additional Insured - Managers or Lessors of Premises
Any person or organization, but only with respect to the liability arising out of the ownership, maintenance or use of
that part of the premises leased to you and subject to the foilowing additional exclusions:
This insurance does not apply to any:
a. Any "occurrence" which takes place after you cease to be a tenant in that premises.
b. Structural alterations, new construction or demolition operations perfomed by or on behalf of any person or
organization.
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CG 72 08 09 13
9. Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named insured
Coverage is provided only when the insured is contractualiy required to add the engineer, architect or surveyor.
Coverage is provided with respect to your liability for "bodily injury" or "property damage" or "personal and advertising
injury" directly arising out of:
a. Your acts or omissions; or
b. Your acts or omissions of those acting on your behalf;
In the performance of your ongoing operations for that additional insured(s).
10. Additionai Insured — State or Governmental Agency or Subdivision or Political Subdivision — Permits or
Authorizations
Any state or governmental agency or subdivision or political subdivision when you have agreed in writing in a
contract or agreement that such entities be added as an additional insured on your policy subject to the following
provisions:
a. This insurance applies oniy with respect to operations performed by you or on your behaif for which the state or
governmental agency or subdivision or political subdivision has issued a permit or authorization.
b. This insurance does not apply to:
(1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for
the federal government, state or municipality; or
(2) "Bodily injury" or "property damage" included within the "projects-completed operations hazard".
11. Additional Insured Consolidated Insurance Program (Wrap-Up) Off-Premises Operations Only: Owners,
Lessees or Contractors
a. Any persons or organizations for whom you are performing operations, for which you have elected to seek
coverage under a Consolidated Insurance Program, when you and such person or organization have agreed in
writing in a contract or agreement that such person or organization be added as an additional insured on your
policy. Such person or organization is an additional insured only with respect to your liability which may be
imputed to that person or organization directly arising out of your ongoing operations performed for that person or
organization at a premises other than any project or location that is designated as covered under a Consolidated
Insurance Program. A person's or organization's status as an insured under this endorsement ends when your
operations for that insured are completed.
b. With respect to the insurance afforded to these additional insureds, the foliowing additional exciusion appiies.
This insurance does not apply to:
"Bodily injury", "property damage", or "personal and advertising injury" arising out of the rendering of, or failure to
render, any professional architectural, engineering or surveying services, including:
(1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports,surveys,
field orders, change orders or drawings and specifications; and
(2) Supervisory, inspection.
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12. Additional Insured - Employee Injury to Another Employee
With respect to your "employees" who occupy positions which are supervisory in nature:
Paragraph 2.a.(1) of this section is amended to read:
CG 72 08 09 13
(1) "Bodily injury" or "personal and advertising injury"
a. To you, to your partners or members (if you are a partnership or joint venture), or to your members (if you
are a limited liability company);
b. For which there is any obligation to share damages with or repay someone else who must pay damages
because of the injury described in paragraph (1)(a) above; or
c. Arising out of his or her providing or failing to provide professional health care services. Paragraph 3.a. is
deleted.
For the purpose of this Item 12 only, a position is deemed to be supervisory in nature if that person performs
principal work which is substantially different from that of his or her subordinates and has authority to hire, direct,
discipline or discharge.
13. Applicability of Additionai Insured Coverage
A. Commercial General Liability Conditions (Section IV), Paragraph 4. (Other Insurance) is deleted and replaced by
the following:
4. Other Insurance
If valid and coilectible "other insurance" is available to the insured for a loss we cover under Coverages A or
B of this Coverage Part, our obligations are limited as follows:
a. Primary Insurance
This insurance is primary and non-contributory for those parties listed below:
(1) Owners, Lessess or Contractors when required in written construction agreement with you.
(2) Manager or Lessors of Premises when required in written lease agreement with you.
(3) Engineers, Architects or Surveyors not engaged by the named insured when required in written
construction agreement with you.
(4) State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations
For ali other insureds this insurance is primary except when b. below applies. If this insurance is primary,
our obligations are not affected unless any of the "other insurance" is also primary. Then, we will share
with all that "other insurance" by the method described in c. below.
b. Excess Insurance
This insurance is excess over any of the "other insurance", whether primary, excess, contingent or on
any other basis:
(1) That is Fire, Extended Coverage, Builder's Risk, Instailation Risk, or similar coverage for "your work';
(2) That is Fire insurance for premises rented to you or temporarily occupied by you with perrnission of
the owner;
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CG 72 08 09 13
(3) That is insurance purchased by you to cover your liability as a tenant for "property damage" to
premises rented to you or temporarily occupied by you with permission of the owner; or
(4) If the loss arises out of the maintenance or use of aircraft, "autos", or watercraft to the extent not
subject to Exclusion g. of Section 1- Coverage A- Bodily Injury and Property Damage Liability; or
(5) That is available to the insured when the insured is an additional insured under any other policy,
including any umbrella or excess policy.
(6) That is provided to any person or organization who qualifies as an additional insured herein, except
when you and that person or organization have agreed in writing that this insurance shall be primary.
When this insurance is excess, we will have no dury under Coverages A or B to defend the insured
against any "suiY' if any provider of "other insurance" has a duty to defend the insured against that "suit".
If no provider of "other insurance" defends, we will undertake to do so, but we wili be entitled to the
insured's rights against all those providers of "other insurance".
When this insurance is excess over "other insurance", we will pay only our share of the amount of the
loss, if any, that exceeds the sum of:
(1) The total amount that ali such "other insurance" would pay for the loss in the absence of this
insurance; and
(2) The total of ail deductible and self-insured amounts under that "other insurance".
We will share the remaining loss, if any, with any "other insurance" that is not described in this Excess
Insurance provision.
c. Method of Sharing
If all of the "other insurance" permits contribution by equal shares, we will follow this method also. Under this
approach each provider of insurance contributes equal amounts until it has paid its applicable limit of
insurance or none of the loss remains, whichever comes first.
If any of the "other insurance" does not permit contribution by equal shares, we will contribute by limits.
Under this method, the share of each provider of insurance is based on the ratio of its applicable limit of
insurance to the total applicable limits of insurance of all providers of insurance.
B. As a condition of coverage under this endorsement, each additionai insured must:
a. Give us prompt written notice of any "occurrence" which may result in a ciaim and prompt written notice of
"suiY'.
b. Immediately forward ail legal papers to us, cooperate in the investigation or settlement of the claim or
defense against the "suit", and otherwise comply with policy conditions.
c. Tender the defense and indemniry of any claim or "suit" to any other insurer which aiso insures against a loss
we cover under this endorsement. This includes, but is not limited to, any insurer which has issued a policy
' of insurance in which the additional insured qualifies as an insured. For the purpose of this requirement, the
term "insures againsY' refers to any self-insurance and to any insurer which issued a policy of insurance that
may provide coverage for the loss, regardless of whether the additional insured has actually requested that
the insurer provide the additional insured with a defense and/or indemniry under that policy of insurance.
d. Agree to make availabie any other insurance that the additional insured has for a loss we cover under this
endorsement.
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CG 72 08 09 13
C. For the purposes of this insurance coverage provided by this Item 13 oniy, the following definition is added to
DEFINITIONS (Section V):
"Other Insurance":
a. Means insurance, or the funding of losses, that is provided by, through or on behalf of:
(1) Another insurance company;
(2) Us or any of our affiliated insurance companies, except when the Non-cumulation of Each Occurrence
Limit section of Paragraph 5 LIMITS OF INSURANCE (Section III) or the Non- cumulation of Personal
and Advertising Injury limits sections of Paragraph 4 of LIMITS OF INSURANCE (Section III) applies;
(3) Any risk retention group;
(4) Any self-insurance method or program, other than any funded by you and over which the Coverage Part
applies; or
(5) Any similar risk transfer or risk management method.
b. Does not include umbreila insurance, or excess insurance, that you bought specifically to apply in excess of
the Lirnits of Insurance shown on the Declarations of this Coverage Part.
SECTION III - LIMITS OF INSURANCE
Items 2, 3, and 6 are deleted and replaced by the following:
2. The General Aggregate Limit is the most we will pay for the sum of:
a. Medical expenses under Coverage C;
b. Damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the
"products-compieted operations hazard",
c. Damages under Coverage B; and
d. Damages under Coverage W.
3. The Products-Completed Operations Aggregate Limit is the most we will pay under Coverage A for damages
because of "bodily injury" and "property damage" included in the "products-completed operations hazard".
6. Subject to 5. above, the Damage to Premises Fiented to You Limit is the most we will pay under Coverage A for
damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire,
expiosion, lightning, smoke resulting from each fire, explosion, or lightning or sprinkler leakage while rented to you or
temporarily occupied by you with permission of the owner.
The following are added:
8. Subject to 5. above, $25,000 is the most we will pay for Under Coverage W for Water Damage Legal Liability.
9. Aggregate Limits of Insurance (Per Location)
The General Aggregate Limit applies separately to each of your "locations" owned by or rented to you or temporarily
occupied by you with the permission of the owner.
"Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only
by a street, roadway, waterway or right-of-way of a railroad.
10. Aggregate Limits of Insurance (Per Project)
The General Aggregate Limit applies separately to each of your projects away from premises owned by or rented to
you.
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CG 72 08 09 13
11. Subject to 5. above, a$5,000 "occurrence" limit and a$10,000 "aggregate" limit is the most we will pay under
Coverage A for damages because of "property damage" covered under Voluntary Property Damage Coverage.
12. Subject to 5. above, a$25,000 "occurrence" limit and a$100,000 "aggregate" limit is the most we will pay under
Care, Custody and Control Coverage regardless of the number of:
a. Insureds;
b. Claims made or "suits" brought; or
c. Persons or organizations making claims or bringing "suits".
Deductible - Our obligation to pay damages on your behalf applies only to the amount of damages in excess of
$500.
This deductible applies to all damages because of "property damage" as the result of any one "occurrence"
regardiess of the number of persons or organizations who sustain damages because of that "occurrence".
We may pay any part or all of the deductible amount to effect settlement of any claim or "suiY' and upon
notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has
been paid by us.
As respects this coverage "Aggregate" is the maximum amount we wili pay for all covered "occurrences" during
one policy period.
SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS
Condition 2., Items a. and b. are deleted and replaced by the foliowing:
2. Duties In The Event Of Occurrence, Offense, Claim Or Suit
a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result
in a claim. Knowledge of an "occurrence" by your agent, servant or employee shall not in itseif constitute
knowledge of the named insured unless an officer of the named insured has received such notice from the agent,
servant or employee. To the extent possible, notice should include:
(1) How, when and where the "occurrence" took place;
(2) The names and addresses of any injured persons and witnesses, and
(3) The nature and location of any injury or damage arising out of the "occurrence" or offense.
b. If a ciaim is made or "suit" is brought against any insured, you must:
(1) Immediately record the specifics of the claim or "suiY' and the date received; and
(2) Notify us as soon as practicable.
You must see to it that we recieve written notice of the claim or "suit" as soon as practicable. Knowledge of a
claim or "suit" by your agent, servant or employee shail not in itself constiture knowledge of the named insured
unless an officer of the named insured has received such notice from the agent, servant or employee.
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Condition 2.c.(5) is added:
CG 72 08 09 13
(5) Upon our request, replace or repair the property covered under Voluntary Property Damage Coverage at your actual
cost, excluding profit or overhead.
Conditions 10., 11. and 12. are added:
10. Blanket Waiver Of Subrogation
We waive any right of recovery we may have against any person or organization because of payments we make for
injury or damage arising out of: premises owned or occupied by or rented or loaned to you, ongoing operations
performed by you or on your behalf, done under a contract with that person or organization, "your worl�', or "your
products". We waive this right where you have agreed to do so as part of a written contract, executed by you before
the "bodily injury" or "property damage" occurs or the "personal injury" or "advertising injury" offense is committed.
11. If a revision to this Coverage Part, which would provide more coverage with no additional premium becomes
effective during the policy period in the state designated for the first Named Insured shown in the Declarations, your
policy will automatically provide this additional coverage on the effective date of the revision.
12. Based on our reliance on your representations as to existing hazards, if you unintentionally should fail to disclose all
such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of
such failure. However, this provision does not affect our right to collect additional premium or exercise our right of
cancellation or non-renewal.
The following conditions are added in regard to Coverage R- Product Recall Expense
In event of a"product recall", you must
1. See to it that we are notified as soon as practicable of a"product recail". To the extent possible, notice should include
how, when and where the "product recall" took place and estimated "product recall expense".
2. Take all reasonable steps to minimize "product recall expense". This will not increase the limits of insurance.
3. If requested, permit us to question you under oath at such times as may be reasonably required about any matter
relating to this insurance or your ciaim, including your books and records. Your answers must be signed.
4. Permit us to inspect and obtain other information proving the loss. You must send us a signed, sworn statement of
loss containing the information we request to investigate the claim. You rnust do this within 60 days after our request.
5. Cooperate with us in the investigation or settlement of any claim.
6. Assist us upon our request, in the enforcement of any rights against any person or organization which may be liable
to you because of loss to which this insurance applies.
The following conditions are applicable only to coverage afforded by reason of the redefining of an "insured
contract":
1. Railroad Protective Liability coverage provided by ISO form CG 0035 with minimum limits of $2,000,000 per
occurrence and a$6,000,000 general aggregate limit must be in place for the entire duration of any project.
2. Any amendment to the Other Insurance condition of form CG 0035 alters the primacy of the coverage or which
impairs our right to contribution will void any coverage afforded by the redefined "insured contract" language.
3. For the purposes of the Other Insurance condition of form CG 0035 you, the named insured, will be deemed to be
the designated contractor.
SECTION V - DEFINITIONS
The following is added to Item 12 Mobile Equipment
e. Vehicles with equipment for snow removal, road maintenance and street cleaning less than 1,000 Ibs GVW.
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CG 72 08 09 13
The following definitions are added for this endorsement onty:
3. Bodily Injury Redefined
Under V-Definitions, definition 3. is deleted and replaced with the following:
3. "bodily injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish,
mental injury, shock, fright or death that results from such physicai injury, sickness or disease.
9. "Insured ContracY' Redefined
Under V-Definitions, 9.c. is deleted and repiaced with the following:
c. Any easement of license agreement;
AND
f(1). is deleted
23. "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or
from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tape drives,
cells, data processing devices or any other media which are used with electronicaliy controlled equipment.
24. "Product recall" means a withdrawal or removal from the market of "your product" based on the determination by
you or any regulatory or governmental agency that:
(1) The use or consumption of "your product" has caused or will cause actual or alleged "bodily injury" or "property
damage' ; and
(2) Such determination requires you to recover possession or control of "your product" from any distributor,
purchaser or user, to repair or repiace "your product", but oniy if "your product" is unfit for use or consumption, or
is hazardous as a result of:
(a) An error or omission by an insured in the design, manufacturing, processing, labeling, storage, or
transportation of "your product'; or
(b) Actual or aileged intentional, malicious or wrongful alteration or contamination of "your product" by someone
other than you.
25. "Product recall expense" means reasonable and necessary expenses for:
(1) Telephone, radio and television communication and printed advertisements, including stationery, envelopes and
postage.
(2) Transporting recalled products from any purchaser, distributor or user, to locations designated by you.
(3) Remuneration paid to your employees for overtime, as well as remuneration paid to additional employees or
independent contractors you hire.
(4) Transportation and accommodation expense incurred by your employees.
(5) Rental expense incurred for temporary locations used to store recalled products.
(6) Expense incurred to properly dispose of recalled products, including packaging that cannot be reused.
(7) Transportation expenses incurred to repiace recalled products.
(8) Repairing, redistributing or replacing covered recalled products with like products or substitutes, not to exceed
your original cost of manufacturing, processing, acquisition and/or distribution.
These expenses must be incurred as a result of a"product recall".
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WORKERS COMPENSATION AND EMPLOYERS LTABILITY INSIIRANCE POLICY
TEXAS NOTZCE OF MATERIAL CHANGE ENDORSEI�NT
This endorsement applies only to the insurance provided by the policy
because Texas is shown in item 3.A. of the Information Page.
In the event of cancellatior� or other material change of the policy,
we will mail advance notice to the person or organization named in the
Scheduie. The number oi days advance notice is shown in the Schedule.
' This Endorsement shall not operate directly or indirectly to benefit
anyone not named in the Schedule.
Schedule
1. Number of days advance notice: 30
2. Notice will be mailed to: CERTIFICATE HOLDER AS REQUIRED
BY CONTRACT
This endorsement changes the policy to which it is attached and is
effective on the date issued unless otherwise stated.
Endorsement Effective: 4/26/14 Policy No. 5RZF22036-14 End. No. 06
Insured: ADVANCED PAVING C0. Carrier Code: 21075
Insurance Company: Service Lloyds Ins. Co. ,p
Countersigned by ��,�� d �.wL(,
WC 42 06 01
E�fective July 1, 1984
22036 ZF 6
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WORKERS' COMPENSATION AND EMPLOYERS' LIABI�ITY INSURANCE PO�ICY
TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTNERS ENDORSEMENT
This endorsement applies on1y to the insurance provided by the policy because Texas is
shown in Item 3.A. of the Information Page.
We have the right to recover our payments from anyone liable for an injury covered by
this policy We will not enforce our right against the person or or�anization named in
the Schedule, but this waiver ap lies only with respect io bodily in�ury arising out of
the operations described in the �chedule where you are required by a written contract to
obtain this waiver from us.
This endorsement shall not operate directly or indirectly to benefit anyone
not named in the Schedule.
The premium for this endorsement is shown in the Schedule.
Schedule
1. ( ) Specific Waiver
Name of person or organization:
(X) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written
contract to furnish this waiver.
2. Operations: PARKING LOT/SIDEWALK PAVING CONTRACTOR
3. Premium
The premium charge for this endorsement shall be 2 percent of the premium
developed,on payroll_in connection with work performed for the above person(s) or
organizat�on(s) arising out of the operations described.
4. Advanced Premium
Endorsement Effective: 4/26/14 Policy No. SRZF22036-14 End. No. p7
Insured: ADVANCED PAVING C0.
Insurance Company: Service Lloyds Ins. Co.
Countersigned by ���t� /�'f�
WC 42 03 04 A
22oas zFo�
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STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CfT'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1— Definitions and Terminology ..........................................................................................................1
1.01 Defined Terrns ...............................................................................................................................1
1.02 Terminology ..................................................................................................................................6
Article2 — Preliminary Matters .........................................................................................................................7
2.01 Copies of Documents ....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Work ..........................................................................................................................8
2.04 Before Starting Construction ........................................................................................................ 8
2.05 Preconstruction Conference ..........................................................................................................8
2.06 Public Meeting ..............................................................................................................................8
2.07 Initial Acceptance of Schedules .................................................................................................... 8
Article 3— Contract Documents: Intent, Amending, Reuse ............................................................................ 8
3.O l Intent .............................................................................................................................................. 8
3.02 Reference Standards ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies .......................................................................................9
3.04 Amending and Supplementing Contract Documents .................................................................10
3.05 Reuse of Documents ...................................................................................................................10
3.06 Electronic Data ............................................................................................................................11
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l l
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Reference Points .........................................................................................................................14
4.06 Hazardous Environmental Condition at Site ..............................................................................14
Article 5— Bonds and Insurance .....................................................................................................................16
5.01 Licensed Sureties and Insurers ...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of Insurance .............................................................................................................16
5.04 Contractor's Insurance ................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19
Article 6 — Contractor's Responsibilities ........................................................................................................19
6.01 Supervision and Superintendence ...............................................................................................19
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
6.02
6.03
6.04
6.05
6.06
6.07
6.08
6.09
6.10
6.11
6.12
6.13
6.14
6.15
6.16
6.17
6.18
6.19
6.20
6.21
6.22
6.23
6.24
Labor; Working Hours ................................................................................................................20
Services, Materials, and Equipment ...........................................................................................20
ProjectSchedule ..........................................................................................................................21
Substitutes and "Or-Equals" .......................................................................................................21
Concerning Subcontractors, Suppliers, and Others ....................................................................24
WageRates ..................................................................................................................................25
PatentFees and Royalties ........................................................................................................... 26
Permitsand Utilities ....................................................................................................................27
Lawsand Regulations .................................................................................................................27
Taxes...........................................................................................................................................28
Useof Site and Other Areas .......................................................................................................28
RecordDocuments ......................................................................................................................29
Safetyand Protection ..................................................................................................................29
SafetyRepresentative ..................................................................................................................30
Hazard Communication Programs .............................................................................................30
Emergencies and/or Rectification ...............................................................................................30
Submittals.................................................................................................................................... 31
Continuingthe Work ...................................................................................................................32
Contractor's General Warranty and Guarantee ..........................................................................32
Indemnification.........................................................................................................................33
Delegation of Professional Design Services ..............................................................................34
Rightto Audit ..............................................................................................................................34
Nondiscrimination....................................................................................................................... 35
Article7- Other Work at the Site ...................................................................................................................35
7.01 Related Work at Site ...................................................................................................................35
7.02 Coordination ................................................................................................................................36
Article8 - City's Responsibilities ...................................................................................................................36
8.01 Communications to Contractor ...................................................................................................36
8.02 Furnish Data ..........................................................................................................:.....................36
8.03 Pay When Due ............................................................................................................................36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change Orders .............................................................................................................................36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
8.07 Limitations on City's Responsibilities ....................................................................................... 37
8.08 Undisclosed Hazardous Environmental Condition ....................................................................37
8.09 Compliance with Safety Program ...............................................................................................37
Article 9- City's Observation Status During Construction ...........................................................................37
i 9.01 City's Project Representative .....................................................................................................37
9.02 Visits to Site ................................................................................................................................37
9.03 Authorized Variations in Work ..................................................................................................38
9.04 Rejecting Defective Work ..........................................................................................................38
9.05 Determinations for Work Performed ..........................................................................................38
9,06 Decisions on Requirements of Contract Documents and Acceptability of Work .....................38
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STANDARD CONSTRUCTION SPECIFCAT[ON DOCUMENTS
Revision: August 17, 2012
Article 10 - Changes in the Work; Claims; Extra Work ................................................................................ 38
10.01 Authorized Changes in the Work ...............................................................................................38
10.02 Unauthorized Changes in the Work ...........................................................................................39
10.03 Execution of Change Orders .......................................................................................................39
10.04 Extra Work ..................................................................................................................................39
10.05 Notification to Surety ..................................................................................................................39
10.06 Contract Claims Process .............................................................................................................40
Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41
11.01 Cqstofthe Work .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Worlc ..........................................................................................................................44
11.04 Plans Quantity Measurement ......................................................................................................45
Article 12 - Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12.02 Change of Contract Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
13.01 Notice of Defects ........................................................................................................................48
13.02 Access to Worlc ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering Work ........................................................................................................................49
13.05 City May Stop the Work .............................................................................................................49
13.06 Correction or Removal of Defective Work ................................................................................ 50
13.07 Correction Period ........................................................................................................................ 50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Correct Defective Work ............................................................................................. 51
Article 14 - Payments to Contractor and Completion .........................................................
14.01 Schedule of Values ...........................................................................................
14.02 Progress Payments ...........................................................................................
14.03 Contractor's Warranty of Title .....................................................
14.04 Partial Utilization ..........................................................................
14.05 Final Inspection .............................................................................
14.06 Final Acceptance ...........................................................................
14.07 Final Payment ................................................................................
14.08 Final Completion Delayed and Partial Retainage Release ..........
14 (19 WaivPr nf C laimc
........................... 52
........................... 52
........................... 52
............................................ 54
............................................ 55
............................................ 55
............................................ 55
............................................ 56
............................
........................... 56
........................... 57
Article 15 - Suspension of Work and Termination ........................................................................................ 57
15.01 City May Suspend Work ............................................................................................................. 57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience .......................................................................................60
Article16 - Dispute Resolution ......................................................................................................................61
16,01 Methods and Procedures .............................................................................................................61
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Revision: August 17, 2012
� Article 17 — Miscellaneous ..............................................................................................................................62
17.01 Giving Notice ..............................................................................................................................62
17.02 Computation of Times ................................................................................................................ 62
i17.03 Cumulative Remedies .................................................................................................................62
17.04 Survival ofObligations ...............................................................................................................63
17.05 Headings ......................................................................................................................................63
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ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always, When used in a context consistent with
the definition of a(isted-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. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment—The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
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.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder—The individual or entity who submits a Bid directly to City.
8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including a(1 Addenda).
Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. 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.
11. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
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13. Change Order—A document, which is prepared and approved by the City, which is signed
by Contractor 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.
14. City-- The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
cha��tered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. Ciry Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. Ciry Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents—Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
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25. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community 5ervices Departrnent of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Development — The officially appointed Director of the Planning
and Development Departrnent of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. 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.
33, Effective Date of the Agreement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Worlc.
36. Field Order—A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Final Acceptance — The written notice given by the City to the Contractor that the Worlc
specified in the Contract Documents has been completed to the satisfaction of the City.
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38. Final Inspection — Inspection carried out by the City to vei•ify that the Contractor has
completed the Work, and each and every pa►�t or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requrrements—Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulatzons—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
S0. Pla»s — See definition of Drawings.
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51. 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 Worlc within the Contract Time.
52. Project—The Work to be performed under the Contract Documents.
53. Project Representative—The authorized representative of the City who will be assigned to
the S ite.
54. Public Meeti�zg — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular Workzng Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. Samples—Physical examples of materials, equipment, or worlcmanship that are
representative of some portion of the Work and which establish the standards by which such
portion ofthe Work will be judged.
58. 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.
59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights-of-way, permits, and easements for
access thereto, and such other fands furnished by City which are designated for the use of
Contractor. �
61. Specifrcations—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.
62. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Worlc at the Site.
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63. 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 ofthe Work.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, mater•ialman, 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.
68. 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.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. 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.
71. 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 Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Ternainology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of lilce effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be sole(y to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
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.
D. 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 Worl< including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. 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.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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� 2.03 Starting the Work
Contractor shali start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 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.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTiCLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo fl to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and styie. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shail be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
l. 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.
No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such 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.
3.03 Reporting and Resolvzng Discrepancies
A. Reporting Discrepanczes:
1. Contractor's Review of Contract Documents Before Starting Work. Before undertaking each
part of the Worlc, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
Contractor's Review of Contract Documents During Perfor�nance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supp(ier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
l. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, arnbiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 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 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;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1, have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo fl prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3,05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be re(ied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUBSIJRFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall fumish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding cight-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions, The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legaf description of the lands upon which the Work is to be performed.
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' C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
' B. Limited Reliance by Contractor on Technical Data Authorized.� Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
, Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 D�ering Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3, differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Irrdicated: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checl<ing all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
' which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Poinis
A. City shal( provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or properly
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
wi(lfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazat-dous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
S ite.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3, any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmenta( Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume Worlc in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Worlc; or (ii) specifying any special conditions
under which such Worl< may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold
harmless City, fi�om 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 dispatte reso/ution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn� any
individual or entiry fi�om and against the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5— BONDS AND INSUI2ANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, 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 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 attomey-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 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and sur•ety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary 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.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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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 (icensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a rninimum rating of A-;
VTI 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.
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 the Supplementary
Conditions
6. 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.
7, If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liabi(ity shall follow form of the
primary coverage.
8. 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
(onger. An annual certificate of insurance submitted to the City shall evidence such
�nsurance coverage.
9. 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. Tn 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 shal( be adjusted by the cost ofthe premium for such additional coverage plus 10%.
10. Any self-insured retention (STR), 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.
11. 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.
12. 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.
13. 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.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liabiliry. 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
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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, un(ess the City approves such exclusions in writing.
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 (if identified in the Supplementary
Conditions).
C. Automobile Liabrlity. 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.
D. Railroad Protective Liability. If any of the work or any warranty worlc is within the limits of
railroad i•ight-of-way, the Contractor shall comply with the requirements identified in the
Supplementat•y Conditions.
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.
S.OS Acceptance of Bonds and Insurance; Option lo 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 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 City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the 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 6 — CONTRA.CTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
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
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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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.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
l. 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.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction eguipment
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.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
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 2,07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration ofthe Contract in accordance with the schedule specification O1 32 16.
Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or-Equals "
A. Whenever an item of material or equipment is specified or descrrbed 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 circurnstances described below.
"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 rec�uired, 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 6.OS.A,1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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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
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 6.OS.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 O 1 25 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) 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;
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c) 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:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair•, and replacement services; and
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 Consh-uction 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 6.OS.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 6.OS.A and 6.OS.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 Ga�arantee: 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
indemn� and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (irrcluding attorneys fees) arising out
of the use of substituted materials or equipment.
E. Ciry's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.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 malcing changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order•.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions,
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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, aflow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual worlc
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragraph 15.02.A. 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.
E. 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:
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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.
F. 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.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work sha(l communicate with City through Contractor.
H. All Worlc 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 the Contract
Documents for the benefit of City.
6.07 Wage Rates
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 $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents, This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occuri•ed. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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6.08
D. Arbitration Requi��ed if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accoi•dance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the l lth day a$er 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. RecoYds to be Maintained. The Contractor and each Subcontractor shall, for a period of thr•ee (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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
Contractor shall submit an afftdavit stating that t}
requirements of Chapter 2258, Texas Government Code.
payroll period, whichever is less, the
� Contractor has complied with the
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.
Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disciosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold
harmless Ciry, from and against all claims, costs, losses, and damages (including but not lrmited
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
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the incorporation in the Work of any invention, design, process, product, or• device not specifred
in the Contract Documents.
6.09 Permits and Utilitres
A. Contractor obtained permits and licenses. Contractor shall obtain and pay foi• all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Docurnents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City sha(1 pay all charges of utility owners for connections for providing permanent service to the
Work,
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstandirrg pertnits and lrcenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 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 Worlc knowing or having reason to lcnow 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
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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 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Worlc may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://w«�w.window.state.tx.us/taxinfo/taxformsl93-forms.html
6.12 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
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 S ite.
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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 6.21, Contractor shall indemn� 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, 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 the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the Worlc Contractor shall clean the Site and
the Work and malce it ready for utilization by City or adjacent property owner. At the completion
of the Worl< 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,
6.13 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
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.
6.14 Safery 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 pi•operty in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or (oss 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, re(ocation, and replacement of their property.
C. Contractor sha(1 comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the speciftc 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 6.14.A.2 or 6.14.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.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 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 arnong
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Worlc or variations from the Contract Documents have been caused thereby or are
required as a result thereo£ If City determines that a change in the Contract Documents is
required because of the action talcen by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specifted 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 6.18.C.
Submittals submitted as herein provided
conformance with the design concept shall
Documents unless otherwise required by City.
by Contractor and reviewed by City for
be executed in conformity with the Contract
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-Tnformation-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identifted 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 6.18.C.
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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. Ciry'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.
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.
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 O1 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.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes ar disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 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
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and cotnplete 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 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
7. any correction of defective Worlc 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
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 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, sabcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICA.LLY INTEND�D TO
OPERATE AND B� EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOMG OF TH� DAMAGES BEIlVG SOUGHT WERE CAUSED IN WHOLE OR IN
PA.RT BY �NY ACT OMISSION OR 1VEGLIGENCE OF 'I`�l� 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 al! loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the worlc and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFTCATION PROVISION IS
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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.
6.22 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.
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 6.22, 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 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City sha(1, 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.
B. 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 a$er 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
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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
Subconti•actor reasonable advance notice of intended audits.
C. 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.
6.24 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.
ARTICLE 7— OTHER WORK AT THE SITE
7,01 Related Work at Site
A. City may perform other worlc 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 worlc is not noted in the Contract Documents, then written notice
thereof wi Il be given to Contractor prior to starting any such other worl<; 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 materiafs and equipment and the execution of such other work, and
properly coordinate the Worlc with theirs. Contractor shal( 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' worfc 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 Worlc depends upon worlc 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.
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A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTTCLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay YYhen Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 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 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safery 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 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DUI2ING CONSTRUCTION
9.01 Ciry's Project Representatrve
City wifl provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative auring construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative will mal<e 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 ►nalce 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 including those set forth in Paragraph
8.07.
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9.03 Authorized Variations in Wor•k
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 and also on Contractor, who shall perform the Work involved promptly.
9.04 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 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Worlc 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).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a 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, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractoi• shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execirtion of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount oftime for Worlc actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Worlc, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the worlc
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Worlc, whether said costs are known, unlcnown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged woi•k as a result of the change or Extra Work.
10.05 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 Worlc 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.
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10.06 Contract Claims Process
A. Ciry's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days a$er the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event,
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimanYs Iast submittal (unless Contract allows additional time).
C. Ciry's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action oi• denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNTT PRICE WORK; PLANS
QUANTITY MEASURENIENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall
include but not be limited to the following items:
Payroll costs for employees in the direct employ of Contractor in the performance of the
Worlc under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Worl< shall be apportioned on the basis of their time spent on the Work. Payroll costs sha(1
include;
a. salaries with a 55% markup, or
b. salaries and wages pfus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto,
The expenses of performing Work outside of Regular Worlcing Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or•
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B, Costs Excluded: The term Cost of the Work shall not include any of the following items:
Payroll costs and other compensation of Contractor's officers, exec�utives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
S ite.
Any part of Contractor's oapital expenses, including interest on Contractor's capital
employed for the Worlc and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any Icind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Worlc, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C,
D. Docun7entation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and tnaintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Allowances;
1. Contractor agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and ali applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B, If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized worl< done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an erro�•, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a p(ans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2, where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or. unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2, if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2, and 11.O1.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph l 1.O1.A.4 and 11.O1.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C,2.a and
12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c, no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1,A.6, and
I1.O1.B;
d. the amount of credit to be al(owed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Worlc within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility ownet•s or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. 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 arbit��ation or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereo fl 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 acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perfor►n 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 13.03 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 13,03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. Tf any Work (or the worlc 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.
F. Uncovering Work as pi•ovided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract C(aim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
If it is found that the uncovered Work is defective, Contractor shall pay 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 uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of worlc of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Worlc.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable tn
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 Ciry May Stop the WoYk
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Worlc 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
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the ]and or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to Ciiy and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
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 ail 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.
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C, In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13,07, 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 should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
Tf, instead of requiring correction or removal and replacement of defective Worlc, City prefers to
accept it, City may do so. Contractor shall pay 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) attributable to City's evaluation of and determination to
accept such defective Worlc and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, 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, reflecting the diminished
value of Work so accepted.
13.09 Crty 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 Worl< as required by City in accordance with Paragraph
13.06.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, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, 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
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
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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 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AN-D CONIPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shal( submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect Ciiy's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payments will be as stipulated itt the
Contract Documents.
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B. Review ofApplications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Worlc as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a, the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13,09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. Por contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any wark shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor wi(1 be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranry of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 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 wr•iting 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.OS.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.
14.05 Finallnspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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 Worlc is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be inade against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
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.
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14.07 Final Payment
A. Application for Payment.•
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of al] pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. 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.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. 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.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Worlc fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other worlc is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of ftnal payment will constitute a release of the City from all claims or }iabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERIVIINATION
15.01 Ciry 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 tempoi•ary suspension of the Work covered
by these Contract Documents, for any reason, the City will malce no extra payment for stand-by
time of construction equipment and/or construction crews.
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
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 worlc performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
l. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly malce good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Worlc satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City wil) provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
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D. Not later than 15 days therea$er, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1, completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10,06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
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1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTTCLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such pez•iod 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.
17,03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract L`ocuments in connection with each particular duty, obligation, right, and remedy to
which they apply.
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17.04 Survival of Obligation�s
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.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
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SUPPLEMENTARY CONDITIONS
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
�ro
GENERAL CONDITIONS
Supplementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications and Specifications shall govern over standard details.
SC-4.01 A
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Conh-actor shall compare them to the lines shown on the
Contract Drawings.
SC-4.OlA.i., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
January 21, 2014
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
"None"
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
SC-4.O1A.2, "Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012 _
HMAC SURFACE OVERLAY (2014-1)
02236
00 73 00 - 2
SUPPLEMENTARY CONDITTONS
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Utilities or obstructions to be removed, adjusted, and/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of January 21, 2014:
EXPECTED UTTLITY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
"None"
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The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
SC-4.02A., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Work: Under
Buzzsaw, see Soil Lab / Test Results.
The following are drawings of physical conditions in or relating to existing surface and subsurface
structures (except Underground Facilities) which are at or contiguous to the site of the Work:
"None"
SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to the City:
"None"
SG5.03A., "Certi�cates of Tnsurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: "None"
(3) Other: "None"
SC-5.04A., "Contractor's lnsurance"
The limits of liability for the insurance required by Paragraph GC-5,04 shall provide the following
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Worl<ers' Compensation, under Paragraph GG5.04A.
Statutory limits
Employer's liabiliry
$100,000 each accident/occurrence
$100,000 Disease - each employee
$500,000 Disease - policy limit
SC-5.04B., "Contractor's Tnsurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
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007300-3
SUPPLEMENTARY CONDITIONS
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5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance
under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with
minimum limits of:
$I,000,000 each occurrence
$2,000,000 aggregate limit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance po(icies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C., "Contractor's Tnsurance"
5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250, 000 Bodily Injury per person /
$500, 000 Bodily Injury per accident /
$100,000 PropertyDamage
SG5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks: "None".
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 AgreemenY' 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.
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:
(1) General Aggregate:
(2) Each Occurrence:
Required for this Contract
$ N/A
$ N/A
X Not required for this Contract
With respect to the above outlined insurance requirements, the following shall govern:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
00 73 00 - 4
SUPPLEMENTARY CONDITIONS
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l, 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.
2. Where more than one railroad company is operating on the same right-of-way or where several
railroad companies are involved and operated on their own separate rights-of-way, the Contractor
may be required to provide separate insurance policies in the name of each railroad company.
3. 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.
4. 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.
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.
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.
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6.07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes: SC-6.07, Heary & Highway Construction Prevailing Wage Rates 2008
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
Fort Worth City Street Use Permit
SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
"None".
SC-6.09G "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of January 21,
2014: "None"
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised April 3, 2012
007300-5
SUPPL�MENTARY CONDIT(ONS
Page 5 of 5
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2 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
' OF POSSESSION
"None"
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4 SC-7.02., "Coordination"
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6 The individuals or entities listed below have contracts with the City for the performance of other work at
7 the Site:
Vendor Sco e of Worlc Coordination Authorit
"None" "None" "None"
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10 SC-8.O1, "Communications to Contractor"
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16 All removed materia//debris must be Itarrled off to a suitable dumpsite witi:rn the same day
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18 Contractor shalf saw-cut curb & gutter and/or pavement prior to re�noval
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20 Coniractor s/:all bac/rfill behind the cc�rb, driveways, sidewalks, ADA ramps and etc. witltift ftve days
21 from the date of completion
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23 SC-9.01., "City's Project Representative"
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25 The following firm is a consultant to the City responsible for construction management of this Project:
26 "None"
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32 SC-16.O1C.1, "Methods and Procedures"
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37 END OF SECTION
C1TY OF FORT WORTN
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
o>>ioo-�
SUMMARY OF WORK
Page 1 oF3
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SECTION O1 11 00
SUMMARY OF WORK
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specifcation
l. None.
C. Related Specification Sections include, but are not necessarily limited to"
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
12 1.2 PRICE AND PAYM�NT 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
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C.
Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
Subsidiary Work
1. Any and all Work specifically governed by documentaiy requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid itetn list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised July 1, 201 t
HMAC SURFACE OVERLAY (2014-1)
02236
o� uoo-z
SUMMARY OF WORK
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a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property,
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of struciures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private properly adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for ail fence work associated with easements, including removal,
temporary closures and replacement, shall be subsidiary to the various items bid
in the project proposal, unless a bid item is specifically provided in the
proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFiCAT10N DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
011100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED)
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALTTY ASSUR.ANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLTNG [NOT USED]
7 1.11 FIELD [SITE) CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EX�CUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 02236
Revised July l, 201 l
01 31 19 - 1
PRECONSTRUCTION MEETING
Page 1 of 3
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SECTION O1 31 19
PRECONSTRUCTION MEETING
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specifcation
9 1. None.
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C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
13 1.2
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 ADMINISTRATNE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
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B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Project Representative
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
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CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFiCATION DOCl1MENTS 02236
Revised July 1, 2011
O1 31 19 - 2
PRECONSTRUCTION MEETING
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e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section O1 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Exti•a Worlc and Change Order Procedures
j. Field Orders
Ic. Disposal Site Letter for Waste Material
I. Insurance Renewals
m. Payroll Certification
n. Material CertiFcations and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Con�ned Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
O1 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED)
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
m
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 02236
Revised July l, 2011
013120-1
PROJECT MEETINGS
Page 1 of 3
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4 1.1 SUIVIMARY
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SECTION O1 31 20
PROJECT MEETINGS
A. Section Includes:
l, Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDi)RES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE R�QUIREMENTS
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A. Coordination
1. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and aufhorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
O1 31 20-2
PROJECT MEETiNGS
Page 2 of 3
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a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
8 C. Progress Meetings
9 l. Formai project coordination meetings will be held periodically. Meetings will be
]0 scheduled and administered by Project Representative.
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2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval .
The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
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PROJECT MEETINGS
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1 0. Review monthly pay request
2 p. Review status of Requests for Infonnation
3 6. Meeting Schedule
4 a. Progress meetings will be held periodically as determined by the Project
5 Representative.
6 1) Additional meetings may be held at the request of the:
7 a) City
8 b) Engineer
9 c) Contractor
] 0 7. Meeting Location
11 a. The City will establish a meeting location.
12 1) To the extent practicable, meetings will be held at the Site.
13 1.5 SUBMITTALS [NOT USED]
14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
I S 1.7 CLOSEOUT SUBMITTALS [NOT USED]
l6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
19 1.11 FIELD [SITE) CONDITIONS [NOT USED)
20 1.12 WARRANTY [NOT USED]
21 PART 2- PRODUCTS [NOT USED}
22 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July I, 2011
013216-i
CONSTRUCTIONPROGRESSSCHEDUL�
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3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 32 16
CONSTRUCTION PROGRESS SCHEDULE
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
t l 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 PROCEDUR.ES
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A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
REFERENCES
A. Definitions
l. Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
projects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another governmental entity
e. Tier 5- Schedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the schedule.
' C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 20l I
O1 3216-2
CONSTRUCTION PROGRESS SCHEDULE
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3. Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
4. Schedute Narrative - Concise narrative of the schedule including schedule
changes, expected delays, Icey schedule issues, critical path items, etc
B. Reference Standards
6 1. City of Fort Worth Schedule Guidance Document
7 1.4 ADMINISTRA'I'IVE REQUI12Eli�i�N'I'S
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A. Baseline Schedule
General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critica( Path Method (CPM) as required in the City of Fort Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the work to be performed and known issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and preparing reports.
18 B. Progress Schedule
19 1. Update the progress Schedule monthly as required in the City of Fort Worth
20 Schedule Guidance Document.
21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
22 3. Change Orders
23 a. Incorporate approved change orders, resulting in a change of contract time, in
24 the baseline Schedule in accot•dance with City of Fort Worth Schedule
25 Guidance Document.
26 C. Responsibility for Schedule Compliance
27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
28 Report that delays to the critical path have resulted and the Contract completion
29 date will not be met, or when so directed by the City, make some or all of the
30 following actions at no additional cost to the City
31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
32 outlining:
33 1) A written statement of the steps intended to take to remove or arrest the
34 delay to the critical path in the approved schedule
35 2) Increase construction manpower in such quantities and crafts as will
36 substantially eliminate the baciclog of worlc and return current Schedule to
37 meet projected baseline completion dates
38 3) Increase the number of working hours per shift, shifts per day, working
39 days per week, the amount of construction equipment, or any combination
40 of the foregoing, sufficiently to substantially eliminate the backlog of work
41 4) Reschedule activities to achieve maximum practical concurrency of
42 accomplishment of activities, and comply with the revised schedule
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECiF1CATION DOCUMENTS 02236
Revised July 1, 2011
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013216-3
CONSTRUCTION PROGRESS SCNEDULE
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2. If no written statement of the steps intended to take is submitted when so requested
by the City, the City may direct the Contractor to increase the level of effort in
manpower (trades), equipment and work schedule (overtime, weekend and holiday
work, etc.) to be employed by the Contractor in order to remove or arrest the delay
to the critical path in the approved schedule.
a. No additiona] cost for such work will be considered.
D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the following:
1) Furnish justifcation and supporting evidence as the City may deem
necessary to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, make findings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the total number of days allowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract compietion date shown by the critical path in
the network will not be the basis for a change therein.
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3.
Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
Float or slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest �nish date
of a chain of activities on the Baseline Schedule.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC S[1RFACE OVERLAY (2014-1)
02236
013216-4
CONSTRUCTION PROGRESS SCHEDULE
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a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reseive and apportion float time according to the needs of the project.
c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of different contractors, the City will
determine the work priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of any work due to such circumstances shall not be
considered as justification for c(aims for additional compensation.
22 1.5 SUBMITTALS
23 A. Baseline Schedule
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1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native ftle format includes:
1) Primavera (P6 or Primavera Contractor)
2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
30 B. Progress Schedule
31 1. Submit progress Schedule in native file format and pdf format as required in the
32 City of Fort Worth Schedule Guidance Document.
33 2. Submit progress Schedule monthly no later than the last day of the month.
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C. Schedule Narrative
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
38 D. Submittal Process
39 1. The City administers and manages schedules through Buzzsaw.
40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
41 Guidance Document.
42 3. Once the project has been completed and Final Acceptance has been issued by the
43 City, no further progress schedules are required.
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS 02236
Revised July 1, 2011
013216-5
CONSTRUCTION PROGRESS SCHEDULE
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1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMTTTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS (NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSUI2ANCE
A. The person preparing and revising the construction Progress Schedule shall be
experienced in the preparation of schedules of similar complexity.
B. Schedule and supporting documents addressed in this Specifcation shall be prepared,
updated and revised to accurately reflect the performance of the construction.
C. Contractor is responsible for the quality of all submittals in this section meeting the
standard of care for the construction industry for similar projects.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDTTIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
IS PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
O1 32 33 - t
PRECONSTRUCTION VIDEO
Page 1 of 2
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3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 32 33
PRECONSTRUCTION VIDEO
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
t t 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1— General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIl2EMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
31 l.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECiFiCATION DOCUMENTS 02236
Revised July l, 201 1
O l 32 33 - 2
PRECONSTRUCTION VIDEO
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1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EX�CUTTON [NOT USED]
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Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECiFiCATION DOCUMENTS 02236
Revised July I, 2011
O14523-1
TESTiNG AND INSPECTION SERVICES
Page 1 of 2
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3 PARTI- GENERAL
4 1.1 SUIVIMARY
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SECTION Ol 45 23
TESTING AND TNSPECTION SERVICES
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None,
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
REFEI2�NCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed,
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
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O14523-2
TESTiNG AND 1NSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
l. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSi7RANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED)
L11 FIELD [SITE� CONDITIONS [NOT USED�
1.12 WARItANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED)
27 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
o � so 00 - �
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
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SECTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
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A. Section Includes:
1, Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to;
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1— General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Worlc.
b. Pi•ovide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
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TEMPOi2ARY FACILITIES AND CONTROLS
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4.
S.
1) Contact City 1 week before water for construction is desired
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
Electricity and Lighting �
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate faciiities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C.- Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
CiTY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2014-1)
02236
Ol 5000-3
TEMPORARY FACILITIES AND CONTROLS
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E. Dust Control
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS (NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
18 PART 3- EXECUTION [NOT USED]
19 3.1 INSTALLERS [NOT USED]
20 3.2 �XAMINATION [NOT USED]
21 3.3 PREPARATION [NOT US�D]
22 3.4 INSTALLATION
23 A. Temporary Facilities
24 1. Maintain all temporary facilities for duration of construction activities as needed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
o� soao-a
TEMPORARY FACILPt(ES AND CONTROLS
Page 4 of 4
1 3.5 [REPAIR] / [RESTORATION]
2 3.6 RE-INSTALLATION
3 3.7 FIELD (oa] SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIE5
8 A. Temporary Facilities
9 1. Remove all temporary facilities and restore area after completion of the Work, to a
]0 condition equal to or better than prior to start of Work.
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
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DATE NAME SUMMARY OF CHANGE
iCj
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July I, 201 I
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION Ol 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
] 0 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1— General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffc Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27
28
29
30
31
32
33
34
35
36
A. Traffic Control
1. General
a, When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review,
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
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Ol 5526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFiC CONTROL
Page 2 of 3
a. To obtain Street Use Permit, submit Trafftc Control Plans to City
Transportation and Public Works Department.
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic contr-ol:
a. Submit revised tra�c control plans to City Department Transpor�tation and
Public Worl<s Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F, Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-I)
02236
Ol 5526-3
STREET USE PERM[T AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
t 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE� CONDITIONS [NOT USED]
8 1.12 WARI2ANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EX�CUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH NMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS 02236
Revised July 1, 2011
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
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SECTION O1 58 13
TEMPORARY PROJECT SIGNAGE
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRTCE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Ttem.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED]
1.9 QUALITY ASSURANC� [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE) CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED �oa] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
O1 58 13 - 2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
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1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
B. Materials
l. Sign
a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT US�D]
8 PART 3 - EX�CUTION
9 3.1 INSTALLERS [NOT USEDj
10 3.2 EXAMINATION [NOT USED]
1 I 3.3 PREPARATION [NOT USED]
12 3.4 INSTALLATION
13 A. General
14 1. Provide vertical installation at extents of project.
15 2. Relocate sign as needed, upon request of the City.
16 B. Mounting options
17 a. Skids
t 8 b. Posts
19 c. Barricade
20 3.5 REPAIR / RESTORATION [NOT USED]
21 3.6 RE-INSTALLATION [NOT US�D]
22 3.7 FIELD �ou] SITE QUALITY CONTROL [NOT USED]
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT US�D]
26 3.11 CLOSEOUT ACTIVITIES (NOT USED]
27 3.12 PROTECTION [NOT USED]
28 3.13 MAINTENANCE
29 A. General
30 1. Maintenance will include painting and repairs as needed or directed by the City.
31 3.14 ATTACHMENTS [NOT USED]
32 �ND OF SECTION
33
CiTY OP FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-I)
02236
OI5813-3
TEMPORARY PRO.IECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH HMAC SUREACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
017000-i
MOBILIZATION AND REMOBILIZATiON
Page I of 3
2
3 PART1- GENERAL
SECTION O1 70 00
MOBILIZATION AND REMOBILIZATION
4 1.1 SUMMARY
5 A. Section Includes:
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�
2. Mobilization and Demobilization
a. Mobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from one location to another location on the Site.
b. Demobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Docurnents
2) Remobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary genera( facifities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost proftts
Mobilizations and Demobilization for Misce(laneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
�
017000-2
MOB[LIZATION AND REMOBILIZATION
Page 2 of 3
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1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary genera) facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site inciuding disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for speciitc items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from City of Fort Worth Standards
2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 1.2 PRICE AND PAYMENT PROCEDURES
25
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37
38
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46
A. Measurement and Payment
2. Mobilization and Demobilization
a. Measurement and Payment
1) Work associated with this Item is considered subsidiary to the various items
bid. No separate payment wil] be allowed for this item.
3. Remobilization for suspension of Worlc as speciiically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization preformed.
b. Payment
1) The work performed in accordance with this Item will be paid for at the
unit price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
4. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of 00 72 00 General Conditions.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS 02236
Revised June 7. 2012
01 70 00 - 3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
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2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
5. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Emergency Mobilization" in accordance
with Contract Documents. Demobilization shall be considered subsidiary
to mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
31 1.3 TO 1.12 [NOT USED]
32 PART 2- PRODUCTS [NOT USED]
33 PART 3- EXECUTION [NOT USED]
34
35
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06]
36
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised June 7, 2012
017123-1
CONSTRUCTION STAKING
Page 1 of 3
1
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SECTION O1 71 23
CONSTRUCTiON STAKiNG
3 PART1- GENERAL
C���.YII► 1����'1
5 A. Section includes:
6 1. Requirements for construction staking.
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:
] 0 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
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A. Construction Stakes
l. Construction staking will be performed by the City.
2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
3. General
a. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
b. Contractor is responsible for preserving and maintaining stakes furnished by
City.
c. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup.
1) The cost for staking will be deducted from the payment due to the
Contractor for the Project.
1.5 SUBMTTTALS
A. Submittals, if required, shall be in accordance with Section Ol 33 00.
l. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2014-I)
02236
Ol 71 23 - 2
CONSTRUCTION STAKING
Page 2 of 3
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
2 A. Certificates
3 l. Provide certificate certifying that elevations and locations of improvernents are in
4 conformance or non-conformance with requirements of the Contract Documents.
5 a. Certificate must be sealed by a registered professional land suiveyor in the
6 State of Texas.
7 B. Field Quality Control Submittals
8 1. Documentation verifying accuracy of field engineering work
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
l0 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1 I 1.9 QUALITY ASSURANC�
12 A. Use adequate numbers of skilled worlcmen who are thoroughly trained and experienced
13 in the necessary crafts and who are completely familiar with the specified requirements
14 and the methods needed for proper pei•formance of the Work.
15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
t 6 1.11 FI�LD [SIT�] CONDITIONS [NOT USED]
17 1.12 WARRANTY [NOT USED]
18 PART 2- PRODUCTS [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PREPARATION
23 A. Verify location and protect control points before commencing Work.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
Z5 3.4 APPLICATION [NOT US�D]
26 3.5 REPAIR / RESTORATION [NOT USED]
27 3.6 RE-INSTALLATION [NOT USED]
28 3.7 FTELD (ox] SITE QUALITY CONTROL
29 A. Preserve permanent reference points during progress of the Work.
30 B. Do not change or relocate reference points without approval from the City.
31 C. Utilize recognized engineering survey practices.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
01 71 23 - 3
CONSTRUCTION STAKING
Page 3 of 3
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
0
Revision Log
DA`I'E NAME SUMMARY OF CHANGE
m
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS 02236
Revised July l, 201 I
01 74 23 - 1
CLEANING
Page 1 of 4
�
SECTION Ol 74 23
CLEANiNG
3 PARTI- GENERAL
4 l.l SUMMARY
5
6
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19
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 l. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS (NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29
30
31
32
33
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAG�, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
01 74 23 - 2
CLEANING
Page 2 of 4
t 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WAIZRANTY [NOT USED]
3 PART 2 - PRODUCTS
4
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2.1 OWNER-FURNISHED �oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATTON [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.� FIELD �oa] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
• ,. :,, . ...,.� „ . .
5. Dis�ose of nonUegradable Ue�ii iS at aI1 1�3�I'Ovcu SvZ�u v4a��G C31a�i�Sai Siic vT' iil ai�
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July I, 2011
017423-3
CLEAN[NG
Page 3 of 4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste matei•ials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum cfean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transpoi-ted by flowing water during the storm.
21
22
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24
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C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floo�s.
8. Mop office and control room flooi-s.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all i-ocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS 02236
Revised July 1, 201 l
O1 7423-4
CLEANING
Page 4 of 4
1 4. If no longer required for inaintenance of erosion facilities, and upon approval by
2 City, remove erosion control from site.
3 5. Clean signs, lights, signals, etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
0
�1
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July i, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
017719-1
CLOSEOUT REQUIREMENTS
Page I of 3
1
2
SECTION O1 77 19
CLOSEOUT REQUIREMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Speci�cation Sections include, but are not necessarily limited to:
] 0 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDiJRES
13 A. Measurement and Payinent
14 1. Work associated with this Item is considered subsidiary to the various Ttems bid,
] 5 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
l7 1.4 ADMINISTR.ATIVE REQUIREM�NTS
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A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily iiled with the City.
B. Release of Liens or Claims
l. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMTTTALS
A. Submit all required documentation to City's Project Representative.
a
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2014-1)
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01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLO5EOUT SUBMTTTALS [NOT USED]
3 PART Z- PRODUCTS (NOT USED]
4 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT USED)
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section O1 78 39
2. Operation and Maintenance Data, if required, in accordance with Section Ol 78 23
B. Prior to requesting Fina] Inspection, perform final cleaning in accordance with Section
O1 74 23.
C. Finallnspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Tnspection with the Contractor present.
b. Upon completion of this inspection, the City wil] notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the frst lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
£ Vault keys
g. Handwheels
h. Other expendable items as required for initia] start-up and operation of all
equipment
CITY OF FORT WORTH HMAC SUREACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July i, 2011
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D. Notice of Project Completion
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to comp(ete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance witll General Conditions, City will issue Letter of
Final Acceptance and re(ease the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 R�-INSTALLATION (NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-I)
02236
01 78 39 - 1
PROJECT RECORD DOCUMENTS
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SECTION 01 78 39
PROJECT RECORD DOCUMENTS
3 PART1- GENERAL
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1.1 SUMMARY
A. Section Includes;
1. Work associated with the docutnenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS (NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED)
1.8 MAINTENANCE MATERTAL SUBMITTALS [NOT USED)
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-I)
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Accuracy of records shall be such that future searches for items shown in the
Contract Documents may rely reasonably on information obtained from the
approved Project Record Documents.
To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occuired.
Provide factual information regarding all aspects of the Worlc, both concealed and
visible, to enable future modification of the Wock to proceed without lengthy and
expensive site measurement, investigation and examination,
9 1.10 STORAGE AND HANDLING
10 A. Storage and Handling Requirements
11 1. Maintain the job set of Record Documents completely protected from deterioration
12 and from loss and damage until completion of the Worlc and transfer of all recorded
13 data to the final Project Record Documents.
14 2. In the event of loss of recorded data, use means necessary to again secure the data
15 to the City's approval.
16 a. In such case, provide replacements to the standards originally required by the
17 Contract Documents.
18
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111 FIELD [SITE] CONDITION5 [NOT USED]
1.12 WARi2ANTY [NOT USED]
20 PART 2 - PRODUCTS
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2.1 OWNER-FURNISHED (oR] OWNER-SUPPLIED PRODUCTS [NOT USED)
2.2 RECORD DOCUMENTS
23 A. Job set
24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
25 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
26 B. Final Record Documents
27 1. At a time nearing the completion of the Work and p►•ior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIPICATiON DOCUMENTS 02236
Revised July 1, 2011
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT US�D]
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 MAINTENANCE DOCUMENTS
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A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum, in accordance with the intervals set forth in Section Ol 71 23,
clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearty describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modiitcations of the facility may require
accurate information as to the fnal physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
CITY OF PORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
O1 7839-4
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1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a"cloud" around the area or areas
afFected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. Tf the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD �ox] SIT� QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
40 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2014-1)
02236
017839-5
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Page 5 of S
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C(TY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 02236
Revised July l, 2011
02 41 15 - 1
PAVING REMOVAL
Page 1 of 6
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SECTION 02 41 15
PAVING REMOVAL
3 PART1- GENERAL
4 1.1 SUMMARY
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A. Section Includes
l. Removing concrete paving, asphalt paving and brick paving.
2. Removing concrete curb and gutter.
3. Removing concrete valley gutter.
4. Milling roadway paving.
5. Pulverization of existing pavement.
6. Disposal of removed materials.
B. Deviations from City of Fort Worth Standards
1. None
l4 C. Related Specification Sections include but are not necessarily limited to
l 5 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
16 Contract.
17 2. Division 1- General Requirements
18 3. Section 32 11 33 - Cement Treated Base Course
19 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Measurement
a. Remove Concrete Paving: measure by the square yard from back-to-back of
curbs.
b. Remove Asphalt Paving: measure by the square yard between the lips of
gutters.
c. Remove Brick Paving: measure by the square yard.
d. Remove Concrete Curb and Gutter: measure by the linear foot.
e. Remove Concrete Valley Gutter: measure by the square yard
f. Wedge Milling: measure by the square yard for varying thickness.
g. Surface Milling: measure by the square yard for varying thicicness.
h. Butt Milling: measured by the linear foot.
i. Pavement Pu(verization: measure by the square yard,
j. Remove Speed Cushion: measure by each.
2. Payment
a. Remove Concrete Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute worlc.
b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute work.
c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
execute worlc.
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
024115-2
PAVING REMOVAL
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Remove Concrete Curb and Gutter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work.
Remove Concrete Valley Gutter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work.
Wedge Milling: full compensation for all milling, hauling milled material to
salvage stockpile oj• disposal, tools, labor, equipment and incidentals necessary
to execute the work.
Surface Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the work.
Butt Milling: full corripensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the work.
Pavement Pulverization: full compensation for all labor, material, equipment,
tools and incidentals necessary to pulverize, remove and store the pulverized
material, undercut the base, mixing, compaction, haul off, sweep, and dispose
of the undercut material.
Remove speed cushion: full compensation for removal, hauling, disposal,
tools, equipment, labor, and incidentals needed to execute the work.
No payment for saw cutting of pavement or curbs and gutters will be made
under this section. Tnclude cost of such work in unit prices for items listed in
bid form requiring saw cutting.
No payment will be made for work outside maximum payment limits indicated
on plans, or for pavements or structures removed for CONTRACTOR's
convenience.
28 1.3 REFERENCES
29 A. ASTM International (ASTM):
30 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
31 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
0241 15-3
PAVING REiviOVAL
Page 3 of 6
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
2 1.5 SUBMITTALS [NOT USED]
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 l.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
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PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT USED)
2.2 EQUIPMENT [NOT USED]
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
15 PART 3 - EX�CUTION
16 3.1 EXAMiNATION [NOT US�D)
17 3.2 INSTALLERS [NOT US�D]
18 3.3 PREPARATION
19 A. General:
20 1. Mark paving removal limits for City approval prior to beginning removal.
21 2. Identify known utilities below grade - Stake and flag locations.
22 3.4 PAVEMENT R�MOVAL
23 A. GeneraL
24 1. Exercise caution to minimize damage to underground utilities.
25 2. Minimize amount of earth removed,
26 3. Remove paving to neatly sawed joints.
27 4. Use care to prevent fracturing adjacent, existing pavement.
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B. Sawing
1. Sawing Equipment.
a. Power-driven.
b. Manufactured for the purpose of sawing pavement.
c. In good operating condition.
d. Shall not spall or fracture the pavement structure adjacent to the removal area.
2. Sawcut perpendicular to the surface to full pavement depth, parallel and
perpendicular to existing joint.
CITY OF FORT WORTH
STANDARD CONSTRllCTION SPECiFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-1)
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3. Sawcut parallel to the original sawcut in square or rectangular fashion.
4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw
joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that
joint, edge or lip.
5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
neat, straight line for the purpose of removing the damaged area.
C. Remove Concrete Paving and Concrete Valley Gutter
1. Sawcut: See 3.4.B.
2. Remove concrete to the nearest expansion joint or vertical saw cut.
10 D. Remove Concrete Curb and Gutter
I 1 1. Sawcut: See 3.4.B.
12 2. Minimuin limits of removal: 30 inches in length.
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E. Remove Asphalt Paving
1. Sawcut: See 3.4.B.
2. Remove pavement without disturbing the base material.
3. When shown on the plans or as directed, stockpile materials designated as
salvageable at designated sites.
4. Prepare stockpile area by removing vegetation and trash and by providing for
proper drainage.
F. Milling
1. General:
a. Mill surfaces to the depth shown in the plans or as directed.
b. Do not damage or disfigure adjacent work or existing surface improvements.
c. If milling exposes smooth underlying pavement surfaces, mill the smooth
surface to make rough.
d. Provide safe temporary transition where vehicles or pedestrians must pass over
the milled edges.
e. Remove excess material and clean milled surfaces.
f. Stockpiling of planed material will not be permitted within the right of way
unless approved by the City.
g. If the existing base is brick and cannot be milled, remove a 5 foot width of the
existing brick base. See 3.3.G. for brick paving removal.
2. Milling Equipment
a. Power operated milling machine capable of removing, in one pass or two
passes, the necessary pavement thickness in a five-foot minimum width.
b. Self-propelled with sufficient power, traction and stabiliiy to maintain accurate
depth of cut and slope.
c. Equipped with an integral loading and reclaiming means to immediately
remove material cut from the surface of the roadway and discharge the cuttings
into a truck, all in one operation.
d. Equipped with means to control dust created by the cutting action.
e. Equipped with a manual system providing for uniformly varying the depth of
cut while the machine is in motion making it possible to cut flush to all inlets,
manholes, or other obstructions within the paved area.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July I, 2011
0241 15-5
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f. Variable Speed in order to leave the specified grid pattern.
g. Equipped to minimize air pollution.
3. Wedge Milling and Surface Milling
a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter
at a depth of 2 inches and transitioning to match the existing pavement (0-inch
cut) at a minimum width of 5 feet.
b. Surface Mill existing asphalt pavement to the depth specified,
c. Provide a milled surface that provides a uniform surface free from gouges,
ridges, oil film, and other imperfections of workmanship with a uniform
textured appearance.
d. In al) situations where the existing H.M.A.C. surface contacts the curb face, the
wedge milling includes the removal of the existing asphalt covering the gutter
up to and along the face of curb.
e. Perform wedge or surface milling operation in a continuous manner along both
sides of the street or as directed.
4. Butt Joint Milling
a. Mill butt joints into the existing surface, in association with the wedge milling
operation.
b. Butt joint will provide a full width transition section and a constant depth at the
point where the new overlay is terminated.
c. Typical locations for butt joints are at all beginning and ending points of streets
where paving material is removed. Prior to the milling of the butt joints,
consult with the City for proper location and limits of these joints.
d. Butt Milled joints are required on both sides of all railroad tracks and concrete
valley gutters, bridge decks and culverts and all other items which transverse
the street and end the continuity of the asphalt surface.
e. Make each butt joint 20 feet long and milled out across the full width of the
street section to a tapered depth of 2 inch.
f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
line adjacent to the beginning and ending points or intermediate transverse
items.
g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
over the bump.
G. Remove Brick Paving
1. Remove masoniy paving units to the limits specified in the plans or as directed by
the City.
2. Salvage existing bricks for re-use, clean, pal(etize, and deliver to the City Stock pile
yard at 3300 Yuma Street or as directed.
H. Pavement Pulverization
1. Pulverization
a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33.
b. Temporarily remove and store the 8-inch deep pulverized material, then cut the
base 2 inches.
c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface.
2. Cement Application
a. Use 1.5% Portland cement.
b. See Section 32 11 33.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised luly 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
024115-6
PAVING REMOVAL
Page 6 of 6
1 3. Mixing: see Section 32 11 33.
2 4. Compaction: see Section 32 11 33.
3 5. Finishing: see Section 32 11 33.
4 6. Curing: see Section 32 11 33.
5 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed
6 stone/gravel:
7 a. Undercut not required
8 b. Pulverize 10 inches deep.
9 c. Remove 2-inch the total pulverized amount.
10 I. Remove speed cushion
11 1. Scrape or sawcut speed cushion from existing pavement without damaging existing
12 pavement.
13 3.5 REPAIR [NOT USED]
14 3.6 RE-INSTALLATION [NOT USED]
1 S 3.7 FIELD QUALITY CONTROL [NOT USED] .
16 3.8 SYSTEM STARTUP [NOT USED]
17 3.9 ADJUSTING [NOT USED]
18 310 CLEANING [NOT USED]
19 311 CLOSEOUT ACTIVITIES [NOT USED]
20 3.12 PROTECTION [NOT USED]
2] 3.13 MAINTENANCE [NOT USED]
22 3.14 ATTACHMENTS [NOT USED]
23 END OF SECTION
24
Revision Log
DATE NAME SUMMARY OF CHANGE
25
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
312316-I
UNCLASSIFIED EXCAVATION
Page 1 of 4
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SECTION 31 23 16
UNCLASSIFIED EXCAVATION
3 PART1- GENERAL
4 1.1 SUlVIlVIARY
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A. Section Includes:
1. Excavate areas as shown on the Drawings or as directed. Removal of materials
encountered to the (ines, grades, and typical sections shown on the Drawings and
removal from site. Excavations may include construction of
a. Roadways
b. Drainage Channels
c. Site Excavation
d. Excavation for Structures
e. Or any other operation evolving the excavation of on-site materials.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections inc(ude, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2, Division 1— General Requirements
3. Section 31 24 00 — Embankments
Qi� r��'7.5�1��1171��IT1 D1`►f1-1� �iZ�Z��1��
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A. Measurement and Payment
1. Measurement
a. Measurement for this Item shall be by the cubic yard in its final position using
the average end area method. Limits of ineasurement is shown on the Drawings
b. When measured by the cubic yard in its final position, this is a plans quantity
measurement Item. The quantity to be paid is the quantity shown in the
proposal, unless modified by Article 11.04 of the General Conditions.
Additional measurements or calcu(ations wi(I be made if adjustments of
quantities are required.
2. Payment
a. The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement" will be paid for at the unit price
bid per cubic yard of "Unclassified Excavation". No additional compensation
will be allowed for rock or shrinkage or swell factors as these are the
Contractor's responsibility.
3. The price bid shall include:
a. Excavation
b. Excavation Safety
c. Drying
d. Dust Control
e. Reworking or replacing the over excavated material in rock cuts
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201I
HMAC SURFACE OVERLAY (2014-1)
02236
312316-2
UNCLASSIFIED EXCAVATION
Page 2 of 4
1 £ Hauling
2 g. Disposal of excess material not used elsewhere onsite
3 h. Scarification
4 i. Clean-up
5 1.3 REFERENCES [NOT USED] �
6 A. Definitions
7 1. Unclassifed Excavation — Without regard to materials, all excavations shall be
8 considered unclassified and shall include all materials excavated. Any reference to
9 Rock or other materials on the Drawings or in the specifications is solely for the
] 0 City and the Contractor's information and is not to be taken as a classiiication of
11 the excavation.
12 1.4 ADMINSTRATIVE REQUIREMENTS
13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
t4 O1.
15 1.5 SUBMITTALS [NOT USED]
16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
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1.� CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSUI2ANCE
20 A. Excavation Safety
21 1. The Contractor shall be solely responsible for making all excavations in a safe
22 manner.
23 2. All excavation and i•elated sheeting and bracing shall comply with the requirements
24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
25 1.10 DELNERY, STORAGE, AND HANDLING
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A. Storage
1. Within Existing Rights-of-Way (ROW)
a. Soil may be stored within existing ROW, easements or temporary construction
easements, unless specifically disallowed in the Contract Documents.
b. Do not block drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. When the Work is performed in active traffic areas, store materials only in
areas barricaded as provided in the traffic control plans.
e. In non-paved areas, do not store material on the root zone of any trees or in
landscaped areas.
2. Designated Storage Areas
a. If the Contract Documents do not allow the storage of spoils within the ROW,
easement or temporary construction easement, then secure and maintain an
adequate storage location.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFtCATION DOCUMENTS
Revised July t, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
31 23 16-3
UNCLASSIFIED EXCAVATION
Page 3 of 4
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b. Provide an affidavit that rights fiave been secured to store the materials on
private property.
c. Provide erosion control in accordance with Section 31 25 00.
d. Do not block drainage ways.
5 1.11 FIELD CONDITIONS
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A. Existing Conditions
1. Any data which has been or may be provided on subsurface conditions is not
intended as a representation or warranty of accuracy or continuity between soils. It
is expressly understood that neither the City nor the Engineer will be i•esponsible
for interpretations or conclusions drawn there from by the Contractor.
2. Data is made available for the convenience of the Contractor.
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
14 2.1 OWN�R-FURNISAED [NOT USED]
15 2.2 PRODUCT TYPES AND MATERIALS
16 A. Materials
17 1. Unacceptable Fill Material
18 a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM
19 D2487
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3,2 EXAMINATION [NOT USED]
23 3.3 PREPARATION (NOT USED]
24 3.4 CONSTRUCTION
25 A. Accept ownership of unsuitable or excess material and dispose of material off-site
26 accordance with local, state, and federal regulations at locations,
27 B. Excavations shall be performed in the dry, and kept free from water, snow and ice
28 during construction with eh exception of water that is applied for dust control.
29 C. Separate Unacceptable Fill Material fi•om other materials, remove fi•om the Site and
30 properly dispose according to disposal plan.
31 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
32 proposed or existing structures.
33 E. Correct any damage to the subgrade caused by weather, at no additional cost to the
34 City.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 20l 1
31 23 16 -4
UNCLASSIFIED EXCAVAT[ON
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F. Shape slopes to avoid loosening material below or outside the proposed grades.
Remove and dispose of slides as directed.
G. Rock Cuts
1. Excavate to finish grades.
2. In the event of over excavation due to contractor error below the lines and grades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
H. Earth Cuts
1. Excavate to finish subgrade
2. In the event of over excavation due to contractor error below the lines and grades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
3. Manipulate and compact subgrade in accordance with Section 31 24 00.
3.5 REPAIR [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
A. Subgrade Tolerances
1. Excavate to within 0.1 foot in all directions.
2. In areas of over excavation, Contractor provides fill material approved by the City
at no expense to the City.
3.8 SYSTEM STARTUP [NOT USED)
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC►FICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2014-1)
02236
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 7
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SECTION 32 11 33
CEMENT TREATED BASE COURSES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Treating subgrade, subbase and base courses by the pulverization, addition of
7 cement, mixing and compacting the mix material to the required density.
8 2. Item applies to the natural ground, embankment, existing pavement, base or
9 subbase courses placed and shall conform to the typical section, lines and grades
10 shown on the plans.
11 B. Deviations from City of Fort Worth Standards
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
IS 2. Division 1- General Requirements
l6 3. Section 32 11 26 - Flexible Base Courses
17 1.2 PRICE AND PAYMENT PROCEDUR�S
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A. Measurement and Payment
1. Measurement
a. Cement: measure by the ton (dry weight).
b. Cement Treatment
1) Measure by the square yard of surface area.
2) The dimensions for determining the surface area is established by the
widths shown on the plans and the lengths measured at placement.
2. Payment
a. Cement: paid for at the unit price bid and full compensation for:
1) furnishing the material
2) all freight involved
3) all unloading, storing, and handling
b. Cement Treatment: based on the work performed and placed and includes full
compensation for:
1) pulverizing or providing the soil material;
2) handling, hauling and spreading dry or slurry cement;
3) mixing the cement with the soil either in-place or in a mixing plant;
4) furnishing, hauling and mixing water with the soil-cement mixture;
5) spreading and shaping the mixture; compacting the mixture, including all
rolling required for compaction;
6) surface finishing;
7) water and sprinkling;
8) curing;
9) and for all manipulation, labor, equipment, appliances, tools and incidentals
necessary to complete the work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC1FiCATION DOCUMENTS
Revised ,1uly l, 2011
HMAC SURPACE OVERLAY (2014-1)
02236
32I133-2
CEMENT TREATED BASE COURSES
Page 2 of 7
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1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. ASTM International (ASTM):
a. C150, Standard Specification for Portland Cement
b. D698, Standard Test Methods for Laboi•atory Compaction Characteristics of
Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3))
3. Texas Department of Transportation (TxDOT)
a. Tex-101-E, Preparing soil and flexible base materials for testing
b. Tex-140-E, Measuring thickness of paving layers
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 ACTION SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING
A. Truck Delivered Cement
1. Each truck ticket shall bear the weight of cement measured on certified scales.
2. Submit delivery tickets, certified by supplier, that include weight with each bulk
delivery of cement to the site.
1.11 FIELD [SITE] CONDITIONS
A. Start cement application only when the air temperature is at least 35 degrees F and
rising or is at least 40 degrees F.
B. Measure temperature in the shade away from artificial heat.
C. Suspend application when the City determines that weather conditions are unsuitable.
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS
A. General
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications.
2. Notify the City of the proposed material sources and of changes to material sources.
3. Obtain verification from the City that the specification requirements are met before
using the sources.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
321133-3
CEMENT TREATED k3ASE COURSES
Page 3 of 7
1 4. The City may sample and test project materials at any time before compaction.
2 B. Cement: ASTM C150 Type I, II or IP.
3 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32
4 11 26 for the type and grade shown on the plans, before the addition of cernent.
5 D. Water: Furnish water free of industrial wastes and other objectionable material.
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED)
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
ll 3.3 PREPARATION
12 A. Shape existing material in accordance with applicable bid items to conform to typical
13 sections shown on the plans and as directed.
14 3.4 INSTALLATION
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A. General
1. Produce a completed course of treated material containing:
a. uniform Portland cement mixture, free from loose or segregated areas.
b. uniform density and moisture content.
c. well bound for full depth.
d. with smooth surface and suitable for placing subsequent courses.
2. Maximum layer depth of cement treatment in single layer: 8 inches.
3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
compact and finish in equal layers not exceeding 5 inches deep.
B. Equipment
1. Provide machinery, tools, and equipment necessary for proper execution of the
work.
2. Rollers:
a. The CONTRACTOR may use any type of roller to meet the production rates
and quality requirements of the Contract unless otherwise shown on the plans
or directed,
b. When specific types of equipment are required, use equipment that meets the
specified requirements.
c. Alternate Equipment.
1) instead of the specified equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces equivalent results.
2) Discontinue the use of the alternate equipment and furnish the specified
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipment if production rate
and quality requirements of the Contract are not met.
3. Slurry Equipment.
a. Use slurry tanks equipped with agitation devices for cement application.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
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321133-4
CEMEN'I' TREATED BASE COURSES
Page 4 of 7
b. The City may approve other slurrying methods.
c. Provide a pump for agitating the sluriy when the distributor truck is not
equipped with an agitator.
4. Pulverization Equipment.
a. Provide pulverization equipment that:
1) cuts and pulverizes material uniformly to the proper depth with cutters that
plane to a uniform surface over the entire width of the cut,
2) provides a visible indication of the depth of cut at all times, and
3) uniformly mixes the materials.
C. Pulverization
1. Pulverize or scarify existing material after shaping so that 100 percent by dry
weight passes a 1 inch sieve, and 80 percent by dry weight passes a No. 4 sieve
exclusive of gravel or stone retained in sieves.
2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2
inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or
stone retained in sieves.
D. Cement Application
1. Spread by an approved dry or sluny method uniformly on the soil at the rate
specified on the plans
2. If a bulk cement spreader is used, position by string lines or other approved method
during spreading to insure a uniform distribution of cement.
3. Apply to an area that all the operations can be continuous and completed in daylight
within 6-hours of initial application.
4. Do not exceed the quantity of cement that permits uniform and intimate mixture of
soil and cement during dry-mixing operations
5. Do not exceed the specified optimum moisture content for the soil and cement
mixture.
6. No equipment, except that used in the spreading and mixing, allowed to pass over
the freshly spread cement until it is mixed with the soil.
E. Mixing
1. Thoroughly mix the material and cement using approved equipment.
2. Mix until a homogeneous, friable mixture of material and cement is obtained, free
from ali clods and lumps.
3. Keep mixture within moisture tolerances throughout the operation.
4. Spread and shape the completed mixture in a uniform layer.
5. After mixing, the City samples the mixture at roadway moisture and test in
accordance with Tex 101 E, Part III, to determine compliance with the gradation
requirements in Table 1.
CiTY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
3TANDARD CONSTRUCTION SPECIF1CATiON DOCUMENTS 02236
Revised July 1, 20] 1
321216-4
ASPHALT PAVING
Page 4 of 23
1 �' Contractors may pave at temperatures 10°F lower than the values shown in Table 1
2 when utilizing a paving process including WMA or equipment that eliminates thermal
3 segregation. In such cases, the contractor must use either a hand held thermal camera
4 or a hand held infrared thermometer operated in accordance with Tex-244-F to
5 demonstrate to the satisfaction of the City that the uncompacted mat has no more than
6 10° F of thermal segregation.
7
8 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
9 and moisture conditions of the roadway surface are suitable in the opinion of the
10 City.
11
12 1.12 WARRANTY (NOT USED]
13 PART 2 - PRODUCTS
14 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
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2.2 MATERIALS
A. General:
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications.
2. Notify the City of all material sources.
3. Notify the City before changing any material source or formulation.
4. When the CONTRACTOR makes a source or formulation change, the City will
verify that the requirements of this specification are met and may require a new
laboratory mixture design, trial batch, or both.
S. The City may sample and test project materials at any time during the project to
verify compliance.
6. The depth of the compacted lift should be at least two times the nominal maximum
aggregate size.
B. Aggregate.
1. General:
a. Furnish aggregates from sources that conform to the requirements shown in
Table 1, and as specified in this Section, unless otherwise shown on the plans.
b. Provide aggregate stocicpiles that meet the definition in this Section for either
coarse aggregate or fine aggregate.
c. When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
stockpiles in accordance with this Section.
d. Aggregate from RAP is not required to meet Table 2 requirements unless
otherwise shown on the plans.
e. Supply mechanically crushed gravel or stone aggregates that meet the
de�nitions in Tex 100 E.
f. Samples must be from materials produced for the project.
g. The City will establish the surface aggregate classification (SAC) and perform
Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised .iuly 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
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32 12 16 - 5
ASPHALT PAVING
Page 5 of 23
11. Perform all other aggregate quality tests listed in Table 2.
i. Document all test results on the mixture design report.
j. The City may perform tests on independent or split samples to verify
CONTRACTOR test results.
k. Stockpile aggregates for each source and type separately and designate for the
City.
I. Determine aggregate gradations for mixture design and production testing
based on the washed sieve analysis given in Tex 200 F, Part TI.
Table 2
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A re ate Quali Re uirements
Pro er Test Method Re uirement
Coarse A re ate
SAC AQMP As shown on lans
Deleterious material, percent, max Tex-217-P, Part I 1.5
Decantation, ercent, max Tex-217-F, Part TI 1.5
Micro-Deval abrasion, percent, max Tex-461-A Note 1
Los An eles abrasion, ercent, max Tex-410-A 40
Magnesium sulfate soundness, 5 cycles, ercent, max Tex-411-A 30
Coarse aggregate angulariiy, 2 crushed faces, 3
ercent, min Tex 460-A, Part T 85
Flat and elongated particles 5:1, percent, max Tex-280-F 10
Fine A re ate
Linear shrinkage, percent, max Tex-107-E 3
Combined A re ate
Sand equivalent, percent, min Tex-203-F 45
1. Not used for acceptance purposes. Used by the l:rty as an tndicator of the need for Turther Investigation.
2. Unless otherwise shown on the plans.
3. Unless otherwise shown on the plans. Only applies to crushed gravel.
m. Coarse Aggregate.
1) Coarse aggregate stockpiles must have no more than 20 percent material
passing the No. 8 sieve.
2) Maximum aggregate size should not be over half of the proposed lift depth
to prevent particle on particle contact issues.
3) Provide aggregates from sources listed in the BRSQC.
4) Provide aggregate from nonlisted sources only when tested by the City
and/or approved before use.
5) Allow 30 calendar days for the City to sample, test, and report results for
nonlisted sources.
6) Class B aggregate meeting all other requirements in Table 2 may be
blended with a Class A aggregate in order to meet requirements for Class A
materials.
7) When blending Class A and B aggregates to meet a Class A requirement,
ensure that at least 50 percent by weight of the material retained on the
No. 4 sieve comes from the Class A aggregate source.
8) Blend by voluma if the bulk specific gravities of the Class A and B
aggregates differ by more than 0.300.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
32 12 16 - 6
ASPHALT PAV[NG
Page 6 of 23
1 9) When blending, do not use Class C or D aggregates.
2 10) For blending purposes, coarse aggregate from RAP will be considered as
3 Class B aggregate.
4 11) Provide coarse aggregate with at least the minimum SAC shown on the
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plans.
12) SAC requirements apply only to aggregates used on the surface of travel
lanes, unless otherwise shown on the plans.
RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement.
1) No RAP permitted for TYPE D H.M.A.C.
2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise
shown on the plans.
3) Crush or break RAP so that 100 percent of the particles pass the 2 inch
sieve.
4) RAP from either CONTRACTOR or City, including RAP generated during
the project, and is permiited only when shown on the plans.
5) City-owned RAP, if allowed for use, will be available at the location
shown on the plans.
6) When RAP is used, determine asphalt content and gradation for mixture
design purposes.
7) Perform other tests on RAP when shown on the plans.
8) When RAP is allowed by plan note, use no more than 30 percent RAP in
Type A or B mixtures unless otherwise shown on the plans.
9) Do not use RAP contaminated with dirt or other objectionable materials.
10) Do not use the RAP if the decantation value exceeds 5 percent and the
plasticity index is greater than 8.
11) Test the stockpiled RAP for decantation in accordance with the laboratory
method given in Tex-406-A, Part I.
12) Determine the plasticity index using Tex-106-E if the decantation value
exceeds Spercent.
13) The decantation and plasticity index requirernents do not apply to RAP
samples with asphalt removed by extraction.
14) Do not intermingle CONTRACTOR-owned RAP stockpiles with City-
owned RAP stockpiles.
15) Remove unused CONTRACTOR-owned RAP material from the project
site upon completion of the project.
16) Return unused City-owned RAP to the designated stockpile location.
Fine Aggregate.
1) Fine aggregates consist of manufactured sands, screenings, and field sands.
2) Fine aggregate stockpiles must meet the gradation requirements in Table 3.
3) Supply fine aggregates that are free from organic impurities.
4) The City may test the fine aggregate in accordance with Tex-408-A to
verify the material is free from organic impurities.
5) At most 1 S percent of the total aggregate may be field sand or other
uncrushed fine aggregate.
6) With the exception of field sand, use fine aggregate from coarse aggregate
sources that meet the requirements shown in Table 2, unless otherwise
approved.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
3212 (6-7
ASPHALT PAVING
Page 7 of 23
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Table 3
Gradation Re uirements for Fine A re at
percent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
5
6
7
8
9
10
I1
l2
13
7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the
stockpile and verify that it meets the requirements in Table 1 for coarse
aggregate angularity (Tex-460-A) and flat and elongated particles
(Tex-280-F).
2. Mineral Filler. Mineral filler consists of finely divided mineral matter such as
agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is
allowed unless otherrvise shown on the plans. Do not use more than 2 percent
hydrated lime or cemeni, unless otherwise shown on the plans. The plans may
require or disallow specific mineral fillers. When used, provide mineral filler that:
a. is sufficiently dry, free-flowing, and free from clumps and foreign matter;
b. does not exceed 3 percent linear shrinkage when tested in accordance with
Tex-107-E; and meets the gradation requirements in Table 4.
14 Table 4
15 Gradation Re uirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
16
17
18
l9
20
21
22
23
3. Baghouse Fines. Fines collected by the baghouse or other dust-collecting equipment
may be reintroduced into the mixing drum.
4. Asphalt Binder. Furnish the type and grade of performance-graded (PG) asphalt
binder specified as follows;
a. Performance-Graded Binders. PG binders must be smooth and homogeneous,
show no separation when tested in accordance with Tex-540-C, and meet
Table 5 requirements.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-i)
02236
PG 58
Property and Test Method -22 I -28 I -34
Average 7-day max pavement design
temperature, °CI < 58
>- >- >-
Min pavement design temperature, °CI 22 28 34
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ASPHALT PAVING
Page 8 of 23
Table 5
Performance -Graded Binders
Performance Grade
PG 64 PG 70 PG 76 PG 82
-16 I -22 I -28 I -34 -161-221-281-34-16 I -22 I -28 I -34 -161-221-28
>-
16
< 64
>- I >- >- >-
22 I 28 34 16
ORIGINAL BINDER
< 70
>- >-
22 28
Flash point, T 48, Min, °C 230
Viscosity, T 316:2, 3
Max, 3.0 Paxs, test temperature, °C 135
Dynamic shear, T 315:4
G*/sin(d), Min, 1.00 kPa
Test temperature @ 10 rad/sec., °C
Elastic recovery, D 6084, 50°F, percent
Min
58
>- >-
34 16
< 76 < 82
>- >- >- >- >- >-
22 28 34 16 22 28
64 70 76 82
30 = I — 30 50 — 30 50
ROLLING THIN-FILM OVEN (Tex-541-C)
Mass loss, Tex-541-C, Max, percent 1
Dynamic shear, T 315:
G*/sin(d), Min, 2.20 kPa 58
Test temperature @ 10 rad/sec., °C
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
60 30
50
60
70 50
60
64 70 76 82
HMAC SURFACE OVERLAY (2014-1)
02236
70
Property and Test Method
PAV aging temperature, °C
Dynamic shear, T 315:
G*/sin(d), Max, 5000 kPa
Test temperature @ 10 rad/sec., °C
Creep stiffness, T 313:5' 6
S, max, 300 MPa,
m-value, min, 0.300
Test temperature @ 60 sec., °C
Direct tension, T 314:6
Failure strain, min, 1.0 percent
Test temperature @ 1.0 mm/min., °C
PG 58
-22 I -28
-34
Table 5 (continued)
Performance -Graded Binders
Performance Grade
PG64 PG70
-16 I -22 I -28 I -34 -16 I -22 I -28 I -34
PRESSURE AGING VESSEL (PAV) RESIDUE (R 28)
100
25 22 19 28 25 22 19 28 25 22 19 28 25
-12 -18 -24
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PG76 PG82
-16 I -22 I -28 (-34 -16 I -22 I -28
22 19 28 25 22
-6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6
-12 -18
-12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18
I. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department -supplied computer program, may be provided by the Department, or by following the procedures
outlined in AASHTO MP 2 and PP 28.
2. This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable
safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary
(T 201 or T 202) or rotational viscometry (T 316).
3. Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally,
significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for
addressing any constructability issues that may arise.
4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d) at test
temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316).
5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use.
6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead of the creep stiffness
requirement. The m-value requirement must be satisfied in both cases.
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2 b. Separation testing is not required if;
3 1) a modifier is introduced separately at the mix plant either by injection in the
4 asphalt line or mixer,
5 2) the binder is blended on site in continuously agitated tanks, or binder
6 acceptance is based on field samples taken from an in-line sampling port at
7 the hot mix plant after the addition of modifiers.
8 5. Tack Coat:
9 a. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-1H, or a
10 PG binder with a minimum high-temperature grade of PG 58 for tack coat
11 binder in accordance with Section 2.2.A.5.
12 6. Additives.
13 a. General:
14 1) When shown on the plans, use the type and rate of additive specified.
I S 2) Other additives that facilitate mixing or improve the quality of the mixture
16 may be allowed when approved.
17 b. Liquid Antistripping Agent.
18 1) Furnish and incorporate all required asphaft antistripping agents in asphalt
19 concrete paving mixtures and asphalt-stabilized base mixtures to meet
20 moisture resistance testing requirements.
21 2) Provide a liquid antistripping agent that is uniform and shows no evidence
22 of crystallization, settling, or separation.
23 3) Ensure that all liquid antistripping agents arrive in:
24 a) properly labeled and unopened containers, as shipped from the
25 manufacturer, or
26 b) sealed tank trucks with an invoice to show contents and quantities.
27 c) Provide product information to the City including:
28 (1) Material safety data sheet
29 (2) Specific gravity of the agent at the manufacturer's recommended
30 addition temperature,
31 (3) Manufacturer's recommended dosage range, and
32 (4) Handling and storage instructions.
33 4) Addition of lime or a liquid antistripping agent at the Mix Plant,
34 incorporate into the binder as follows:
35 a) Handle in accordance with the manufacturer's recommendations.
36 b) Add at the manufacturer's recommended addition temperature.
37 c) Add into the asphalt line by means of an in-line-metering device.
38 c. Liquid Asphalt Additive Meters.
39 1) Provide a means to checic the accuracy of ineter output for asphalt primer,
40 f(uxing material, and liquid additives.
41 2) Furnish a meter that reads in increments of 0.1 gal, or less.
42 3) Verify accuracy of the meter in accordance with Tex-923-K.
43 4) Ensure the accuracy of the meter within 5.0 percent.
44 7. Mixes
45 a. Design Requirements:
46 1) Unless otherwise shown on the plans, use the typical weight design
47 example given in Tex-204-F, Part I, to design a mixture meeting the
48 requirements listed in Tables 2 through 8.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
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2) Furnish the City with representative samples of all materials used in the
mixture design.
3) The City will verify the mixture design.
4) If the design cannot be verified by the City, furnish another mixture design.
Table 6
Master Gradation Bands ( percent Passing by Weight or Volume)
and Volumetric Pro erties
Sieve B C D
Size Fine Coarse Fine
Base Surface Surface
1-1/2" — — —
1" 98.0-100.0 — —
3/4" 84.0-98.0 95.0-100.0 —
1/2" — — 98.0-100.0
3/8" 60.0-80.0 70.0-85.0 85.0-100.0
#4 40.0-60.0 43.0-63.0 50.0-70.0
#8 29.0--43.0 32.0-44.0 35.0--46.0
#3 0 13.0-28.0 14.0-28.0 15.0-29.0
#50 6.0-20.0 7.0-21.0 7.0-20.0
#200 2.0-7.0 2.0-7.0 2.0-7.0
Desi n VMA�, ercent Minimum
— 13.0 14.0 I5.0
Plant-Produced VMA, ercent Minimum
— 12.0 13.0 14.0
i. vo�as in tvtmerai aggregates.
6
7
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Table 7
Laborato Mixture Desi n Pro erties
Property Test Requirement
Method
Target laboratory-molded densi , ercent Tex-207-F 96.0
Tensile strength (dry), psi (molded to 93 2
ercent fl ercent density) Tex-226-F 85-200
Boil test Tex-530-C —
1. Unless otherwise shown on the plans.
2. May exceed 200 psi when approved and may be waived when approved.
3. Used to establish baseline for comparison to production results. May be waived when
approved.
8. Warm Mix Asphalt (WMA)
a. WMA is defined as additives or processes that allow a reduction in the
temperature at which asphalt mixtures are produced and placed.
b. WMA is allowed for use at the CONTRACTOR's option unless otherwise
shown on the plans.
c. Produce an asphalt mixture within the temperature range of 215 degrees F and
275 degrees F.
CITY OF FORT WORTH
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HMAC SURFACE OVERLAY (2014-I)
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ASPHALT PAVING
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1
�
d. When WMA is not required as shown on plans, produce an asphalt mixture
within the temperature range of 215 degrees F and 275 degrees
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION
l0 A. Hauling Operations
11 1. Before use, clean all truck beds to ensure mixture is not contaminated.
12 2. When a release agent is necessary to coat truck beds, use a release agent approved
13 by the City.
14 3. Petroleum based products, such as diesel fuel, should not be used.
I S 4. If wind, rain, temperahire or haul distance impacts cooling, insulate truck beds or
16 cover the truck bed with tarpaulin.
17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
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A. Equipment.
1. General:
a. Provide required or necessary equipment to produce, haul, place, compact, and
core asphalt concrete pavement.
b. Ensure weighing and measuring equipment complies with specification.
c. Synchronize equipment to produce a mixture meeting the required proportions.
2. Production Equipment:
a. Provide:
1) drum-mix type, weigh-batch, or modified weigh-batch mixing plants that
ensure a uniform, continuous production;
2) automatic proportioning and measuring devices with interlock cut-off
circuits that stop operations if the control system malfunctions;
3) visible readouts indicating the weight or volume of asphalt and aggregate
proportions;
4) safe and accurate means to take required samples by inspection forces;
5) permanent means to checic the output of inetering devices and to perform
calibration and weight checks;
6) additive-feed systems to ensure a uniform, continuous material flow in the
desired proportion.
3. Weighing and Measuring Equipment.
a. General.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2014-t)
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0
1) Provide weighing and measuring equipment for materials measured or
propot-tioned by weight or volume.
2) Provide certified scales, scale installations, and measuring equipment
meeting the requirements of NIST Handbook 44, except that the required
accuracy must be 0.4 percent of the material being weighed or measured.
3) Furnish leak-free weighing containers large enough to hold a complete
batch of the material being measured.
b. Truck Scales.
1) Furnish platform truck scales capable of weighing the entire truck or truck—
trailer combination in a single draft.
c. Aggregate Batching Scales.
1) Equip scales used for weighing aggregate with a quick adjustment at zero
that provides for any change in tare.
2) Provide a visual means that indicates the required weight for each
aggregate.
d. Suspended Hopper.
1) Provide a means for the addition or the removal of small amounts of
material to adjust the quantity to the exact weight per batch.
2) Ensure the scale equipment is level.
e. Belt Scales.
1) Use belt scales for proportioning aggregate that are accurate to within 1.0
percent based on the average of 3 test runs, where no individual test run
exceeds 2.0 percent when checked in accordance with Tex-920-K.
f. Asphalt Material Meter.
1) Provide an asphalt material meter with an automatic digital display of the
volume or weight of asphalt material.
2) Verify the accuracy ofthe meter in accordance with Tex-921-K.
3) When using the asphalt meter for payment purposes, ensure the accuracy of
the meter is within 0.4 percent.
4) When used to measure component materials only and not for payment,
ensure the accuracy of the meter is within 1.0 percent.
g. Liquid Asphalt Additive Meters.
1) Provide a means to check the accuracy of ineter output for asphalt primer,
fluxing material, and liquid additives.
2) Furnish a meter that reads in increments of 0.1 gallon or less.
3) Verify accuracy of the meter in accordance with Tex-923-K.
4) Ensure the accuracy of the meter within 5.0 percent.
Drum-Mix Plants. Provide a mixing plant that complies with the requirements
below.
a. Aggregate Feed System.
1) Provide:
a) a minimum of 1 cold aggregate bin for each stockpile of individual
materials used to produce the mix;
b) bins designed to prevent overflow of material;
c) scalping screens or other approved methods to remove any oversized
material, roots, or other objectionable materials;
d) a feed system to ensure a uniform, continuous material flow in the
desired proportion to the dryer;
e) an integrated means for moisture compensation;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT5
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Page I 4 of 23
1 � belt scales, weigh box, or other approved devices to measure the weight
2 of the combined aggregate; and
3 g) cold aggregate bin flow indicators that automatically signal interrupted
4 material flow.
5 b. Reclaimed Asphalt Pavement (RAP) Feed System.
6 1) Provide a separate system to weigh and feed RAP into the hot mix plant.
7 c. Mineral Filler Feed System.
8 1) Provide a closed system for mineral filler that maintains a constant supply
9 with minimal loss of material through the exl-►aust system.
10 2) Interlock the measuring device into the automatic plant controls to
I 1 automatically adjust the supply of mineral filler to plant production and
12 provide a consistent percentage to the mixture.
13 d. Heating, Drying, and Mixing Systems.
14 1) Provide:
15 a) a dryer or mixing system to agitate the aggregate during heating;
16 6) a heating system that controls the temperature during production to
17 prevent aggregate and asphalt binder damage;
18 c) a heating system that completely burns fuel and leaves no residue; and
19 d) a recording thermometer that continuously measures and records the
20 mixture discharge temperature.
2l e) Dust collection system to collect excess dust escaping from the drum.
22 e. Asphalt Binder Equipment.
23 1) Supply equipment to heat binder to the required temperature.
24 2) Equip the heating apparatus with a continuously recording thermometer
25 located at the highest temperature point.
26 3) Produce a 24 hour chart of the recorded temperature.
27 4) Place a device with automatic temperature compensation that accurately
28 meters the binder in the line leading to the mixer.
29 5) Furnish a sampling port on the line between the storage tank and mixer.
30 Supply an additional sampling port between any additive blending device
31 and mixer.
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48
Mixture Storage and Discharge.
1) Provide a surge-storage system to minimize interruptions during operations
unless otherwise approved.
2) Furnish a gob hopper or other device to minimize segregation in the bin.
3) Provide an automated system that weighs the mixture upon discharge and
produces a ticicet showing:
a) date,
b) project identification number,
c) plant identification,
d) mix identification,
e) vehicle identification,
� total weight of the load,
g) tare weight of the vehicle,
h) weight of mixture in each load, and
i) load number or sequential ticket number for the day.
g. Truck Scales.
1) Provide standard platform scales at an approved location.
CITY OF FORT WORTH
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5. Weigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
"Drum-Mix Plants," except as required below.
a. Screening and Proportioning.
1) Provide enough hot bins to separate the aggregate and to control
proportioning of the mixture type specified.
a) Supply bins that discard excessive and oversized material through
overflow chutes.
b) Provide safe access for inspectors to obtain samples from the hot bins.
b. Aggregate Weigh Box and Batching Scales.
1) Provide a weigh box and batching scaies to hold and weigh a complete
batch of aggregate.
2) Provide an automatic proportioning system with Iow bin indicators that
automatically stop when material level in any bin is not sufficient to
complete the batch.
c. Asphalt Binder Measuring System.
1) Provide bucket and scales of sufficient capacity to hold and weigh binder
for 1 batch.
d. Mixer.
1) Equipment mixers with an adjustable automatic timer that controls the dry
and wet mixing period and locl<s the discharge doors for the required
mixing period.
2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section
2.2.B.5. "Weigh-Batch Plants," except as specifically described below.
a. Aggregate Feeds.
1) Aggregate control is required at the cold feeds. Hot bin screens are not
required.
b. Surge Bins.
1) Provide 1 or more bins large enough to produce 1 complete batch of
mixture.
c. Hauling Equipment.
1) Provide trucks with enclosed sides to prevent asphalt mixture loss.
2) Cover each load of mixture with waterproof tarpaulins.
3) Before use, clean all truck beds to ensure the mixture is not contaminated.
4) When necessary, coat the inside truck beds with an approved release agent
from the City.
d. Placement and Compaction Equipment.
1) Provide equipment that does not damage underlying pavement.
2) Comply with laws and regulations concerning overweight vehicles.
3) When permitted, other equipment that will consistently produce satisfactory
results may be used.
7. Asphalt Paver.
a. General:
1) Furnish a paver that will produce a fnished surface that meets longitudinal
and transverse profile, typical section, and placement requirements.
2) Ensure the paver does not support the weight of any portion of hauling
equipment other than the connection.
3) Provide loading equipment that does not transmit vibrations or other
motions to the paver that adversely affect the finished pavement quality,
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July t, 20t 1
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4) Equip the paver with an automatic, dual, longitudinal-grade control system
and an automatic, transverse-grade control system.
b. Tractor Unit.
1) Supply a tractor unit that can push or propel vehicles, dumping directly into
the finishing machine to obtain the desired lines and grades to eliminate any
hand finishing.
2) Equip the unit with a hitch sufficient to maintain contact between the
hauling equipmenYs rear wheels and the finishing machine's pusher rollers
while mixture is unloaded.
c. Screed.
1) Provide a heated compacting screed that will produce a finished surface
that meets longitudinal and transverse profile, typical section, and
placement requirements.
2) Screed extensions must provide the same compacting action and heating as
the main unit unless otherwise approved.
d. Grade Reference.
1) Provide a grade reference with enough support that the maximurn
deflection does not exceed 1/16 inch between supports.
2) Ensure that the longitudinal controls can operate from any longitudinal
grade reference including a string line, ski, mobile string line, or matching
shoes.
3) Furnish paver skis or mobile string line at least 40 feet long unless
otherwise approved.
8. Material Transfer Devices.
a. Provide the specified type of device when shown on the plans.
b. Ensure the devices provide a continuous, uniform mixture flow to the aspha(t
paver.
c. When used, provide windrow pick-up equipment constructed to pick up
substantially all roadway mixture placed in the windrow.
30 9. Remixing Equipment.
31. a. When required, provide equipment that includes a pug mill, variable pitch
32 augers, or variable diameter augers operating under a storage unit with a
33 minimum capacity of 8 tons.
34 10. Motor Grader.
35 a. When allowed, provide a self-propelled grader with a blade length of at least 12
36 feet and a wheelbase of at least 16 feet,
37
38
39
40
4l
42
43
44
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47
48
11. Handheld Infrared Thermometer.
a. Provide a handheld infrared thermometer meeting the requirements of
Tex-244-F.
12. Rollers.
a. The CONTRACTOR may use any type of roller to meet the production rates
and quality requirements of the Contract unless otherwise shown on the plans
or directed.
b. When specific types of equipment are required, use equipment that meets the
specified requirements.
c. Alternate Equipment.
1) Instead of the specified equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces equivalent results.
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Design, produce, store, transport, place, and compact the specified paving mixture
in accordance with the requirements of this Section.
23 2. Unless otherwise shown on the plans, provide the mix design.
24 3. The City will perform quality assurance (QA) testing.
25 4. Provide quality control (QC) testing as needed to meet the requirements of this
26 Section.
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2) Discontinue the use of the alternate equipment and furnish the specifed
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipment if production rate
and quality requirements of the Contract are not met.
Straightedges and Templates. Furnish 10 foot straightedges and other templates as
required or approved.
Distributor vehicles.
a. Furnish vehicle that can achieve a uniform tack coat placement.
b. The nozzle patterns, spray bar height and distribution pressure must work
together to produce uniform application.
c. The vehicle should be set to provide a"double lap" or "tr•iple lap" coverage.
d. Nozzle spray patterns should be identical to one another along the distributor
spray bar.
e. Spray bar height should remain constant.
f. Pressure within the distributor must be capable of forcing the tack coat material
out of spray nozzles at a constant rate.
15. Coring Equipment.
a. When coring is required, provide equipment suitable to obtain a pavement
specimen meeting the dimensions for testing.
B. Construction.
C. Production Operations.
1. General.
a. The City may suspend production for noncompliance with this Section.
b. Take corrective action and obtain approval to proceed after any production
suspension for noncompliance.
2. Operational Tolerances.
a. Stop production if testing indicates tolerances are exceeded on:
1) 3 consecutive tests on any individual sieve,
2) 4 consecutive tests on any of the sieves, or
3) 2 consecutive tests on asphalt content.
b. Begin production only when test results or other information indicate, to the
satisfaction of the City, that the next mixture produced will be within Table 9
tolerances.
3. Storage and Heating of Materials.
a. Do not heat the asphalt binder above the temperatures specified in Section
2.2.A. or outside the manufacturer's recommended values.
b. On a daily basis, provide the City with the records of asphalt binder and hot-
mix asphalt discharge temperatures in accordance with Table 10.
c. Unless otherwise approved, do not store mixtures for a period long enough to
affect the quality of the mixture, nor in any case longer than 12 hours.
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4. Mixing and Discharge of Materials.
a. Notify the City of the target discharge temperature and produce the mixture
within 25 degrees F of the target.
b. Monitor the temperature of the material in the truck before shipping to ensure
that it does not exceed 350 degrees F. The City will not pay for or allow
placement of any mixture produced at more than 350 degrees F.
c. Control the mixing time and temperature so that substantially all moisture is
removed fi•om the mixture before discharging from the plant.
D. Placement Operations.
1. Place the mixture to meet the typical section requirements and produce a smooth,
finished surface or base course with a uniform appearance and texture.
2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
3. Place mixture so longitudinal joints on the surface course coincide with lane lines,
or as directed. Ensure that all finished surfaces will drain properly.
4. When End Dump Trucks are used, ensure the bed does not contact the paver when
raised.
5. Placement can be performed by hand in situations where the paver cannot place it
adequately due to space restrictions.
6. Hand-placing should be minimized to prevent aggregate segregation and surface
texture issues.
7. All hand placement shall be checked with a straightedge or template before rolling
to ensure uniformity.
8. Place mixture within the compacted lift thickness shown in Table 9, unless
otherwise shown on the plans or allowed.
25 Table 9
26 Com acted Lift Thickness and Re uired Core H�
Com acted Lift Thickness
Mixture Type Minimum Maximum
B 2.00 3.00
C 2.00 .._........_ 2.50
D 1.50 2.00
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9. Tack Coat.
a. Clean the surface before placing the tack coat. Unless otherwise approved,
apply tack coat uniformly at the rate directed by the City.
b. The City will set the rate between 0.04 and 0.10 gallons of residuai asphalt per
square yard of surface area.
c. Apply a thin, uniform tacic coat to all contact surfaces of curbs, structures, and
all joints.
d. Prevent splattering of tacic coat when placed adjacent to curb, gutter, metal
beam guard fence and structures.
e. Roll the tack coat with a pneumatic-tire roller when directed.
f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive
properties.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFiCATION DOCUMENTS
Revised July l, 201 l
HMAC SURFACE OVERLAY (2014-1)
02236
321216-I9
ASPHALT PAVING
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g. The City may suspend paving operations until there is adequate adhesion.
h. The tack coat.should be placed with enough time to break oi• set before
applying hot mix asphalt layers.
i. Traffic should not be allowed on tack coats.
j. When a tacked road surface must be opened to traffic, they should be covered
with sand to provide friction and prevent pick-up.
k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard.
10. General placement requirements.
a. Material should be delivered to maintain a relatively constant head of material
in front of the screed.
b. The hopper should never be allowed to empty during paving.
c. Dumping wings between trucks not allowed. Dispose of at end of day's
production.
E. Lay-Down Operations.
1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
placement temperatures.
2. Windrow Operations. When hot mix is placed in windrows, operate windrow
pickup equipment so that substantially all the mixture deposited on the roadbed is
picked up and loaded into the paver.
20 Table 10
21 Su ested Minimum Mixture Placement Tem erature
High-Temperature Minimum Placement
Binder Grade T ^ Temperature
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or hi�her 290°F
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F. Compaction.
1. Use air void control unless ordinary compaction conh•ol is speciited on the plans.
2. Avoid displacement of the mixture. If displacement occurs, correct to the
satisfaction of the City.
3. Ensure pavement is fully compacted before allowing rollers to stand on the
pavement.
4. Unless otherwise directed, use only water or an approved release agent on rollers,
tamps, and other compaction equipment.
5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
6. Unless otherwise directed, operate vibratory rollers in static mode when not
compacting, when changing directions, or when the plan depth of the pavement mat
is less than 1-1/2 inches.
7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
and similar structures and in locations that will not allow thorough compaction with
the rollers.
8. The City may require rolling with a trench roller on widened areas, in trenches, and
in other limited areas.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTfON SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
32 l2 16 - 20
ASPHALT PAVING
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9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
traffic unless otherwise directed.
10. When directed, sprinkle the finished mat with water or limewater to expedite
opening the roadway to traffic.
11. Air Void Control.
a. General.
1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9
percent in-place air voids.
2) Do not increase the asphalt content of the mixture to reduce pavement air
voids.
b. Rollers.
1) Furnish the type, size, and number of rollers required for compaction, as
approved. �
2) Use a pneumatic-tire roller to seal the surface, unless otherwise shown on
the plans.
3) Use additional rollers as required to remove any roller marks.
c. Air Void Determination.
1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each
location selected by the City for in-place air void determination.
2) The City will measure air voids in accordance with Tex-207-F and
Tex-227-F.
3) Before drying to a constant weight, cores may be predried using a Corelok
or similar vacuum device to remove excess moisture.
4) The City will use the average air void content of the 2 cores to calculate the
in-place air voids at the selected location.
d. Air Voids Out of Range.
1) If the in-place air void content in the compacted mixture is below 5 percent
or greater than 9 percent, change the production and placement operations
to bring the in-place air void content within requirements.
e. Test Section,
1) Construct a test section of I fane-width and at most 0.2 mi, in length to
demonstrate that compaction to between 5 percent and 9 percent in-place
air voids can be obtained.
2) Continue this procedui•e until a test section with 5 percent to 9 percent in-
place air voids can be produced.
3) The City will allow only 2 test sections per day.
4) When a test section producing satisfactory in-place air void content is
placed, resume full production.
12. Ordinary Compaction Control.
a. Furnish the type, size, and number of rollers required for compaction, as
approved. Furnish at least 1 medium pneumatic-tire roller (minimu:�l 12-ton
weight).
b. Use the control strip method given in Tex-207-F, Part N, to establish rolling
patterns that achieve maximum compaction.
c. Follow the selected rolling pattern unless changes that affect compaction occur
in the mixture or placement conditions.
d. When such changes occur, establish a new rolling pattern.
e. Compact the pavement to meet the requirements of the plans and specifications.
CITY OF FORT WORTH
STANDARD CONSTRUCTtON SPECiFiCATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
32 12 16 - 21
ASPHALT PAVING
Page 21 of 23
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f. When rolling with the 3-wheel, tandem or vibratory rollers, start by �rst rolling
the joint with the adjacent pavement and then continue by rolling longitudinally
at the sides.
g. Proceed toward the center of the pavement, overlapping on successive trips by
at least 1 ft., unless otherwise directed.
h. Make alternate trips of the roller slightly different in length.
i. On super elevated curves, begin rolling at the low side and progress toward the
high side unless otherwise directed.
Irregularities.
1. Identify and correct irregularities including but not limited to segregation, rutting,
raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller
marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate
particles.
2. The City may also identify irregularities, and in such cases, the City shall promptly
notify the CONTRACTOR.
3. If the City determines that the irregularity will adversely affect pavement
performance, the City may require the CONTRACTOR to remove and replace (at
the CONTRACTOR'S expense) areas of the pavement that contain the
irregularities and areas where the mixture does not bond to the existing pavement.
4. If irregularities are detected, the City may require the CONTRACTOR to
immediately suspend operations or may a11ow the CONTRACTOR to continue
operations for no more than 1 day while the CONTRACTOR is taking appropriate
corrective action.
5. The City may suspend production or placement operations until the problem is
corrected.
6. At the expense of the CONTRACTOR and to the satisfaction of the City, remove
and replace any mixture that does not bond to the existing pavement or that has
other surface irregularities identified above.
29 3.5 REPAIR
30 A. See Section 32 O1 17.
31 3.6 QUALITY CONTROL
32 A. Production Testing
33 1. Perform production tests to verify asphalt paving meets the performance standard
34 required in the plans and specifications.
35 2. City to measure density of asphalt paving with nuclear gauge.
36 3. City to core asphalt paving from the normal thickness of section once acceptable
37 density achieved. City identifies location of cores.
38 a. Minimum core diameter: 4 inches
39 b. Minimum spacing: 200 feet
40 c. Minimum of one core every block
41 d. Alternate lanes between core
42 4. City to use cores to determine pavement thickness and calculate theoretical density.
43 a. City to perform theoretical density test a minimum of one per day per street.
44 B. Density Test
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 02236
Revised July l, 201 I
32 12 16 - 22
ASPHALT PAViNG
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1. The average measured density of asphalt paving must meet specified density.
2. Average of ineasurements per street not meeting the minimum specified strength
shall be subject to the money penalties or removal and replacement at the
CONTRACTOR'S expense as show in Table 11.
Table 11
Densi Pa ment Schedule
Percent Rice Percent of Contract Price Allowed
89 and lower remove and replace at the entire cost and expense of CONTRACTOR
as directed by OWNER.
90 75-percent
91-93 100-percent
94 90-percent
95 75-percent
Over 95 remove and replace at the entire cost and expense of CONTRACTOR
as directed bv OWNER.
3. The amount of penalty shall be deducted from payment due to CONTRACTOR.
4. These requirements are in addition to the requirements of Section 1.2 Measurement
and Payment.
C. Pavement Thicicness Test.
1.
2.
3.
4.
5.
City measure each core thicicness by averaging at least three measurements.
The number of tests and location shall be at the discretion of the City, unless
otherwise specified in the special provisions or on the plans.
In the event a deficiency in the thicicness of pavement is revealed during production
testing, subsequent tests necessary to isolate the deficiency shall be at the
CONTRACTOR'S expense.
The cost for additional coring test shall be at the same ►•ate charged by commercial
laboratories.
Where the average thickness of pavement in the area found to be deficient, payment
shall be made at an adjusted price as specified in Table 12.
Table 12
i nicxness liencienc renaines
Deficiency in Thickness Proportional Part
Determined by Cores Of Contract Price
Greater Than 0 percent - Not More than 10 percent 90 percent
Greater Than 10 percent - Not More than I S percent 80 percent
remove and replace at
the entire cost and
Greater Than 15 percent expense of
CONTRACTOR as
directed by OWNER.
CtTY OF FORT WORTH
STANDARD CONSTRUCTION SPECiF[CATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
32 12 16 - 23
ASPHALT PAVING
Page 23 of 23
1 6. If, in the judgment of the City, the area of such deficiency warrants removal, the
2 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with
3 asphalt paving of the thickness shown on the plans.
4 7. No additional payment over the contract unit price shall be made for any pavement
5 of a thickness exceeding that required by the plans.
6 3.7 FTELD QUALITY CONTROL [NOT USED]
7 3.8 SYSTEM STARTUP [NOT USED]
8 3.9 ADJUSTING [NOT USED)
9 3.10 CLEANING [NOT USED)
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
�
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
321273-]
ASPHALT PAVING CRACK SEALANTS
Page ( of 5
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3 PART1- GENERAL
4 1.1 SUMMARY
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SECTION 32 12 73
ASPHALT PAVING CRACK SEALANTS
A. Section Includes
1. Sealing transverse and longitudina( cracks no larger than 1-1/2 inches in asphalt
paving.
B. Standard Detail
1. Typical Street Construction Details
C. Deviations from City of Fort Worth Standards
l. None
D. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
3. Section 32 12 16 - Asphalt Paving
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement: measure by the gallon placed.
2. Payment: conti•act unit price bid for the worlc performed and all materials
furnished.
2 ] 1.3 R�FER�NCES
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A. Reference Standards
1. American Society for Testing and Materials (ASTM):
a. D6690-07, Standard Speciftcation for Joint and Crack Sealants, Hot Applied,
for Concrete and Asphalt Pavements.
b. D5329-09, Standard Test Methods for Sealants and Fillers, Hot-Applied, for
Joints and Cracics in Asphaltic and Portland Cement Concrete Pavements.
c. D2196-05, Method A, Standard Test Methods for Rheo(ogical Properties of
Non-Newtonian Materials by Rotational (Brookfield type) Viscometer,
d. D217 - 02, Standard Test Methods for Cone Penetration of Lubricating Grease.
2. American Association of State Highway and Transportation Officials
a. T 48, Flash and Fire Points by Cleveland Open Cup.
b. T 49, Standard Method of Test for Penetration of Bituminous Materials.
c. T 51, Ductility of Bituminous Materials.
d. T 53, Point of Bitumen (Ring-and-Ball Apparatus).
e. T 59, Standard Method of Test for Emulsified Asphalt.
3. Texas Department of Transportation
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July I, 201 l
321273-2
ASPHALT PAVING CRACK SEALANTS
Page2of5
1 a. Item 300: "Asphalt, Oils and Emulsions".
2 b. Tex-543-C, Evaporative Recovery of Residue for Emulsified Crack Sealant.
3 c. Tex-544-C, Rubber Content for Rubber-Asphalt Crack Sealant.
4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED)
5 1.5 ACTION SUBMITTALS [NOT USED]
6 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBMITTALS
7 A. Test and Evaluation Reports
8 1. Prior to installation, CONTRACTOR shall furnish the City certification by an
9 independent testing laboratory that the crack sealant from each lot of sealant to be
10 used, meets the requirements of this Section.
11 2. The manufacturer of the cracic sealant shall have a minimum two-year
12 demonstrated, documented successful field performance with asphalt and concrete
13 pavement crack sealant systems. Verifiable documentation shall be submitted to
14 the City.
15 1.7 CLOSEOUT SUBMTTTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMTTTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
19 1.11 FIELD CONDITIONS
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A. Weather Conditions
1. Place mixture according to manufacturer specifications.
2. Unless otherwise shown on the plans, place mixtures only when weather conditions
and moisture conditions of the roadway surface are suitable in the opinion of the
City.
1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER-FiTRNISHED PRODUCTS [NOT U5ED]
28 2.2 MATERIALS & EQUIPMENT
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A. Materials
1. Use materials approved by the City.
2. Furnish materials unless otherwise shown on the plans in accordance with ASTM D
6690-07 and ASTM D 5329-09 and Tables 1 and 2.
a. Polymer modified asphalt-emulsion crack sealer must meet the requirements of
Table 1.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 02236
Revised July 1, 2011
321273-3
ASPHALT PAVING CRACK SEALANTS
Page 3 of 5
1
Table 1
2 Pol mer-Modified As halt Emulsion Crack Sealer
Property Test Min Max
Procedure
Rotational viscosity, 77 degrees F, cP D 2196, 10,000 25,000
Method A
Sieve test, percent T 59 — 0.1
Storage stabili , 1 da , ercent T 59 — 1
Evaporation Tex-543-C
Residue by evaporation, percent 65 —
by wt.
Tests on residue from evaporation:
Penetration, 77 degrees F, 100 g, T 49 35 75
5 sec.
Softening point, degrees F T 53 140 —
Ductility, 39.2 degrees F, T 51 100 —
5 cm/min., cm
3
4 b. Rubber-asphalt crack sealer must meet the requirements of Table 2.
5 Table 2
6 Rubber-As halt Crack Sealer
Property Test Class A Class B
Procedure Min Max Min Max
CRM content, Grade A or B, percent Tex-544-C 22 26 — —
by wt.
CRM content, Grade B, percent by Tex-544-C — — 13 17
wt,
Virgin rubber content , percent by — — 2 _
wt.
Flash Point , COC, de rees F T48 400 — 400 —
Penetration , 77 degrees F, 150 g, 5
sec. T 49 30 50 30 50
Penetration , 32 degrees F, 200 g, 60
sec. T 49 12 — 12 —
Softening point, °F T 53 — — 170 —
Bond D5329 — Pass
I. Yrovide certitication that the min. percent virgin rubber was added.
2. Before passing the test flame over the cup, agitate the sealing compound with a 3/8- to 1/2-inch (9.5- to
12.7-mm) wide, sqoare-end metal spatula in a manner so as to bring the material on the bottom of the cup to
the surface, i.e., turn the material over. Start at one side of the thermometer, move around to the other, and
then return to the starting point using 8 to 10 rapid circular strokes. Accomplish agitation in 3 to 4 sec. Pass
the test flame over the cup immediately after stirring is completed.
3. Exception to T 49: Substitute the cone specifted in ASTM D 217 for the penetration needle.
4. No crack in the crack sealing materials or break in the bond between the sealer and the mortar blocks over
1/4 in. deep for any specimen after completion of the test.
B. Equipment
1. Provide all necessary equipment and keep equipment in a satisfactory working
condition.
CITY OF FORT WORTH HMAC SURPACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
321273-4
ASPHALT PAVING CRACK SEALANTS
Page 4 of 5
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2. The minimum requirements for construction equipment shall be as follows:
a. Double-boiler/agitator-type Icettle. Used to heat and install the hot-applied crack
sealant.
b. Hose. Transfer the sealant from the kettle to the crack by means of a direct-
connected pressure-type extruding device (hose) with a nozzle that will insert in
the crack.
1) The equipment should allow recirculation into the inner kettle when sealing
is not performed.
c. Thermometers. Thermometers should be positioned on the equipment to ensure
application temperatures are being met.
d. Handtools. Due to the nature of cracks, handtools are required to insert the
sealant material in cracks that are deeper than 3/4 inch.
1) These tools should not twist, cut, or damage the sealant material.
e. Air compressor. Consists of an air compressor, hoses, and a venturi-type
nozzle with an opening not exceed 1/4 inch.
1) The air compressor should be equipped with traps that will keep the
compressed air free of oil and moisture.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALTTY CONTROL [NOT USED]
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION
24 A. Surface Preparation
25 1. Singular cracks will be thoroughly cleaned of all debris and foreign material with
26 an industrial air compressor.
27 2. The pavement shall be free of moisture.
28 3.4 INSTALLATION
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A. Exercise caution to prevent additional damage to the pavement surface.
B. Crack Sealant
I. The crack should be sealed from the bottom to the top to minimize bubbling due to
entrapped air.
2. The sealant should be recessed approximately 1/8 to 1/4 inch below the pavement
surface to prevent tracking.
3. A squeegee may be used to remove excess sealant from the pavement surface when
a crack is overflled.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SllRFACE OVERLAY (2014-1)
02236
321273-5
ASPHALT PAVING CRACK SEALANTS
Page 5 of 5
1 3S [REPAIR)/ [RESTORATION] (NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED)
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED)
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
T�
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTN HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July 1, 2011
321320-1
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
Page I of 5
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SECTION 32 13 20
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Concrete sidewalks
7 2. Driveways
8 3. Barrier free ramps
9 B. Deviations from this City of Fort Worth Standard Specification
] 0 1. None.
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C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
3. Section 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
PRTCE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Concrete Sidewalk
a. Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Sidewalk in its �nal position for various:
a) Thicknesses
b) Types
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid per square foot of Concrete Sidewalk.
c. The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
2. Concrete Driveway
a. Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Driveway in its final position for various:
a) Thicknesses
b) Types
2) Dimensions will be taken from the back of the projected curb, including the
area of the curb radii and will extend to the limits specified in the
Drawings.
3) Sidewalk portion of drive will be included in driveway measurement.
4) Curb on drive will be included in the driveway measurement.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Apri130, 2013
HMAC Surface Overlay (2014-1)
02236
32 13 20 - 2
CONCRETE SIDEWALKS, DRtVEWAYS AND BARRIER FREE RAMPS
Page 2 of 5
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c.
Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid per square foot of Concrete Driveway.
The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
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3. Barrier Free Ramps
a. Measurement
1) Measurement for this Item shall be per each Barrier Free Ramp completed
and accepted for various:
a) Types
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid per each "Barrier Free Ramp" installed.
c. The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
3) Curb Ramp
4) Landing and detectable warning surface as shown on the Drawings
5) Adjacent flares or side curb
23 1.3 REFERENCES
24 A. Abbreviations and Acronyms
25 1. TAS — Texas Accessibility Standards
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2. TDLR — Texas Department of Licensing and Regulation
B. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of t11is
Specification, unless a date is specifically cited.
2. American Society for Testing and Materials (ASTM)
a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
Construction (Non-extruding and Resilient Types)
b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-Ibf/ft3)
36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 SUBMITTALS [NOT USED]
38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
39
40
41
A, Mix Design: submit for approval. Section 32 13 13.
B. Product Data: submit product data and sample for pre-cast detectable warning for
barrier free ramp.
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
CITY OF FORT WORTH HMAC Surface Overlay (2014-1)
STANDARD CONSTRUCTION SPECIFICAT'ION DOCUMENTS 02236
Revised April 30, 2013
321320-3
CONCRE"i'E SIDEWALKS, DRIVEWAYS AND BARRIER FREE RA- MPS
Page 3 of 5
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELI'V�RY, STORAGE, AND HANDLING [NOT USED]
3 1.11 FIELD CONDITIONS
4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
5 1.12 WARRANTY [NOT USED)
6 PART 2 - PRODUCTS
7 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
8 2.2 EQUIPMENT AND MATERIALS
9 A. Forms: wood or metal straight, fi•ee from warp and of a depth equal to the thickness of
10 the �nished work.
11 B. Concrete: see Section 32 13 13.
12 1. Unless otherwise shown on the Drawings or detailed specifications, the standard
13 class for concrete sidewalks, driveways and barrier free ramps is shown in the
14 following table:
15 Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete� Cementitious, Compressive Water/ Aggregate
Lb./CY Strength2 Cementitious Maximum
psi Ratio Size,
inch
A 470 3000 0.58 1-1/2
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C. Reinforcement: see Section 32 13 13.
1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed
bars at 18 inches on-center-both-ways at the center plane of all slabs, unless
otherwise shown on the Drawings or detailed specifications.
D. Joint Filler �
1. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler
a. Use only in areas where not practical for wood boards.
b. Pre-molded asphalt board filler: ASTM D545.
c. Install the required size and uniform thickness and as specifed in Drawings.
d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic
mixture of asphalt and vegetable fiber and/or mineral filler.
E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings.
2.3 ACCESSORIES [NOT USED)
2.4 SOURCE QUALITY CONTROL [NOT USED]
31 PART 3 - EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 3.2 EXA.MTNATION [NOT USED]
CITY OF FORT WORTH HMAC Surface Overlay (2014-1)
STANDARD CONSTRUCTION SPECiFICATTON DOCUMENTS 02236
Revised April 30, 2013
32 13 20 - 4
CONCRETE SiDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
1 3.3 PREPARATION
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A. Surface Preparation
1. Excavation: Excavation required for the construction of sidewalks, driveways and
barrier free ramps shall be to the lines and grades as shown on the Drawings or as
established by the City.
2. Fine Grading
a. The Contractor shall do all necessaiy filling, leveling and fine grading required
to bring the subgrade to the exact grades specified and compacted to at least 90
percent of maximum density as determined by ASTM D698.
b. Moisture content shall be within minus 2 to plus 4 of optimum.
c. Any over-excavation shall be repaired to the satisfaction of the City.
B. Demolition / Removal
1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
t 4 3.4 INSTALLATION
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A. General
1. Concrete sidewalks shall have a minimum thicicness of 4 inches.
2. Sidewalks constructed in driveway approach sections shall have a minimum
thicicness equal to that of driveway approach or as called for by Drawings and
specifcations within the limits of the driveway approach.
3. Driveways shall have a minimum thicicness of 6 inches. Standard cross-slopes for
walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
The construction of the driveway approach shall include the variable height radius
curb in accordance with the Drawings.
4. All pedestrian facilities shall comply with provisions of TAS including location,
slope, width, shapes, texture and coloring. Pedestrian facilities installed by the
Contractor and not meeting TAS must be removed and replaced to meet TAS (no
separate pay),
B. Forms: Forms shall be securely staked to line and grade and maintained in a true
position during the depositing of concrete.
C. Reinforcement: see Section 32 13 13.
D. Concrete Placement: see Section 32 13 13.
E. Finishing
1. Concrete sidewalks, driveways and barrier free ramps shall be fnished to a true,
even surface,
2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
3. Provide exposed aggregate finish if specified.
4. Edge joints and sides shall with suitable tools.
F. Joints
l. Expansion joints for sidewallcs, driveways and barrier free ramps shall be formed
using redwood.
2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
foot intervals for 5 foot wide and greater sidewalk.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATTON DOCUMENTS
Revised April 30, 2013
HMAC Surface Overlay (2014-1)
02236
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321320-5
CONCRETE SIDEWAt,KS, DRiVEWAYS AND BARRIER FREE f2AMPS
Page S of 5
Expansion joints shall also be placed at all intersections, sidewalks with concrete
driveways, cul-bs, formations, other sidewalks and other adjacent old concrete work.
Similar material shall be placed around all obstructions protruding into or through
sidewalks or driveways.
All expansion joints shall be 1/2 inch in thickness.
Edges of all construction and expansion joints and outer edges of all sidewalks shall
be finished to approximately a 1/2 inch radius with a suitable finishing tool.
Sidewalks shall be marked at intervals equal to the width of the walk with a
marking tool.
When sidewalk is against the curb, expansion joints shall match those in the curb.
G. Barrier Free Ramp
1. Furnish and install brick red color pre-cast detectable warning Dome-Tile,
manufactured by StrongGo Industries or approved equal by the City.
2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
landing where the pedestrian access route enters the street,
3. Locate detectable warning surface so that the edge nearest the curb line is a
minimum of 6-inch and maximum of 8-inch from the extension of the face of the
curb.
4. Detectable warning Dome-Tile surface may be curved along the corner radius,
5. Install detectable warning surface according to manufacturer's instructions.
3.5 REPAIR/RESTORA.TION [NOT USED]
3.6 RE-INSTALLATION [NOT US�D]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED)
3.11 CLOSEOUT ACTIVITI�S [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USEDJ
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. 7ohnson 1.2.A.3 — Measurement and Payment for Barrier Free Ramps modified to match
updated City Details
4/30/2013 F. Griffin Corrected Part 1, 1.2, A, 3, b, 1 to read; from ... square foot of Concrete Sidewalk.
to . . .each "Barrier Free Ramp" installed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised April 30, 2013
HMAC Surface Overlay (2014-1)
02236
321613-1
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page I of 5
I
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SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes
7 1. Concrete Curbs and Gutters
8 2. Concrete Valley Gutters
�
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B. Standard Detail
1. Typical Street Construction Details
C. Deviations from City of Fort Worth Standards
1. None
D. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
3, Section 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
19 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Measurement
a. Concrete Curb and Gutter: measure by the linear foot of the height specified
complete and in place.
b. Concrete Valfey Gutter: measure by the square yard per thickness complete and
in place.
2. Payment: contract unit price bid for the work performed and all materials furnished.
a. Subsidiaiy woi•k and materials include:
1) preparing the subgrade
2) furnishing and placing all materials, including foundation course,
reinforcing stee(, and expansion material
3) all manipulation, labor, tools, equipment, and incidentals necessary to
complete the work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
321613-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
6 1.8 MAINTENANCE MATERTAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD CONDITIONS
10 A. Weather Conditions: see Section 32 13 13.
11 1.12 WARI2ANTY [NOT USEDj
12 PART 2 - PRODUCTS
13 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT AND MATERIALS
15 A. Forms: see Section 32 13 13.
16 B. Concrete: see Section 32 13 13.
17 C. Reinforcement: see Section 32 13 13.
18 D. Joint Filler.
19 1. Wood Filler: see Section 32 13 13.
20 2. Pre-Molded Asphalt Board Filler:
21 a. Use only in areas where not practical for wood boards.
22 b. Pre-molded asphalt board filler: ASTM D545.
23 c. Install the required size and uniform thickness and as specified in plans.
24 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
25 mixture of asphalt and vegetable fiber and/or mineral filler.
26 E. Expansion Joint Sealant: see Section 32 13 73.
C[TY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
321613-3
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 3 of 5
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS (NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION
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A. Demolition / Removal: See Section 02 41 13.
3.4 INSTALLATION
A. Forms
1. Extend forms the full depth of concrete,
2. Wood forms: minimum of 1-1/2 inches in thickness.
3. Metal Forms: a gauge that shall provide equivalent rigidity and strength.
4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet.
5. All forms showing a deviation of 1/8 inch in 10 feet from a sh•aight line shall be
rejected.
B. Reinforcing Steel.
1. Place all necessary reinforcement for City approval prior to depositing concrete.
2. All steel must be free from paint and oil and all loose scale, rust, dirt and other
foreign substances.
3. Remove foreign substances from steel before placing.
4, Wire all bars at their intersections and at all laps or splices.
5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is
greater.
C. Concrete Placement
1. Deposit concrete to maintain a horizontal surface.
2. Work concrete into all spaces and around any reinforcement to form a dense mass
free from voids.
3. Work coarse aggregate away from contact with the forms
4, Hand-Laid Concrete — Curb and gutter.
a. Shape and compact subgrade to the lines, grades and cross sectron shown on the
plans.
b. Lightly sprinkle subgrade material immediately before concrete placement.
c. Deposit concrete into forms.
d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the
finished curb unless otherwise approved.
5. Machine-Laid Concrete — Curb and Gutter.
a. Hand-tamp and spr'tnkle subgrade material before concrete placement.
b. Provide clean surfaces for concrete placement.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 02236
Revised July 1, 201 I
321613-4
CONCRETE CURB AND GUTTERS AND VAI,LEY GUTTERS
Page 4 of 5
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c. Place the concrete with approved self-propelled equipment.
1) The forming tube of the extrusion machine or the form of the slipform
machine must easily be adjustable vertically during the forward motion of
the machine to provide variable heights necessary to conform to the
established gradeline.
d. Attach a pointer or gauge to the machine so that a continual comparison can be
made between the extruded or slipform work and the grade guideline.
e. Brush finish surfaces immediately after extrusion or slipforming.
6. Hand-Laid Concrete — Concrete Valley Gutter: see Section 32 13 13.
7. Expansion joints
a. Place expansion joints in the curb and gutter at 200-foot intervals and at
intersection returns and other rigid structures.
b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
pavement joints to a depth of 1 YZ inches.
c. Place expansion joints at all intersections with concrete driveways, curbs,
buildings and other curb and gutters.
d. Make expansion joints no less than 1/2 inch in thickness, extending the full
depth of the concrete.
e. Make expansion joints perpendicular and at right angles to the face of the curb.
f. Neatly trim any expansion material extending above the iinished to the surface
of the finished work.
g. Make expansion joints in the curb and gutter coincide with the concrete
expansion joints.
h. Longitudinal dowels across the expansion joints in the curb and gutter are
required.
i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each
expansion joint.
j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
provides a minimum of 1 inch free expansion.
k. Support dowels by an approved method.
31 D. Curing: see Section 32 13 13.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
321613-5
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of 5
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3.5 (I2EPAIR]/ (RESTORATION] [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT U5ED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED)
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20] 1
HMAC SURFACE OVERLAY (2014-1)
02236
321723-1
PAVEMENT MARKINGS
Page 1 of 11
�
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
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20 1.2
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SECTION 32 17 23
PAVEMENT MARKINGS
A. Section Includes:
1. Pavement Markings
a. Thermoplastic, hot-applied, spray (HAS) pavement markings
b. Thermoplastic, hot-applied, extruded (HAE) pavement markings
c. Preformed polymer tape
d. Preformed heat-activated thermoplastic tape
e. Painted markings
2. Raised markers
3. Work zone markings
4. Removal of pavement markings and markers
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Pavement Markings
a. Measurement
1) Measurement for this Item shall be per linear foot of material placed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Pvmt Marking" installed for:
a) Various Widths
b) Various Types
c) Various Materials
d) Various Colors
c. The price bid shall include:
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing (when required)
2. Legends
a. Measurement
1) Measurement for this Item shall be per each Legend installed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS 02236
Revised December 20, 2012
32 17 23 - 2
PAVEMENT MARKINGS
Page 2 of 11
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C
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Legend" installed for:
a) Various types
b) Various applications
c. The price bid shall include:
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing
Raised Markers
a. Measurement
1) Measurement for this Ttem shall be per each Raised Marker installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Raised Marker" instalied
for:
a) Various types
c. The price bid shall include:
1) Installation of Raised Markers
2) Surface preparation
3) Clean-up
4) Testing
Work Zone Tab Markers
a. Measurement
1) Measurement for this Item shall be per each Tab Marlcer installed.
b. Payment
1) The work performed and materials furnished in accordance with this Ttem
shall be paid for at the unit price bid per each "Tab Marker" installed for:
a) Various types
c. The price bid shall include:
1) Installation of Tab Work Zone Markers
Fire Lane Markings
a. Measurement
1) Measurement for this Item shall be per the linear foot.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Fire Lane Marking" installed.
c. The price bid shall include:
1) Surface preparation
2) Clean-up
3) Testing
Pavement Marking Removal
a. Measurement
1) Measure for this Item shall be per linear foot.
b. Payment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 20t2
HMAC SURFACE OVERLAY (2014-1)
02236
32 17 23 - 3
PAVEMENT MARKINGS
Page 3 of I i
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1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Remove Pvmt Marking" performed for:
a) Various widths
c. The price bid shall include:
1) Removal of Pavement Markings
2) Clean-up
Raised Marker Removal
a. Measurement
1) Measurement for this Ttem shall be per each Pavement Marker removed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Remove Raised Marker"
performed.
c. The price bid shall include:
1) Removal of each Marker
2) Disposal of removed materials
3) Clean-up
Legend Removal
a. Measurement
1) Measure for this Item shall be per each Legend removed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Remove Legend" performed for:
a) Various types
b) Various applications
c. The price bid shall include:
1) Removal of Pavement Markings
2) Clean-up
31 1.3 REFERENCES
32 A. Reference Standards
33
34
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46
47
Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition
a. Part 3, Markings
American Association of State Hi�y and Transportation Officials (AASHTO�
a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09
4. Federal Highwav Administration (FHWA)
a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139
5. Texas Department of Transportation �T�OT�
a. DMS-4200, Pavement Markers (Reflectorized)
b. DMS-4300, Traffic Buttons
c. DMS-8220, Hot Applied Thermoplastic
d. DMS-8240, Permanent Prefabricated Pavement Markings
e. DMS-8241, Removable Prefabricated Pavement Markings
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
2.
��
HMAC SURFACE OVERLAY (2014-1)
02236
32 17 23 - 4
PAVEMENT MARKINGS
Page 4 of 11
1 f. DMS-8242, Temporaty Flexible-Reflective Road Marker Tabs
2 1.4 ADMINISTRA.TIVE REQUIREMENTS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals sha(1 be in accordance with Section O1 33 00.
5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
6 specials.
7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
8 1.7 CLOSEOUT SUBMITTALS [NOT USED]
9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
l0 1.9 QUALITY ASSURANCE [NOT USED]
11 1.10 DELIVERY, STORAGE, AND HANDLING
12 A. Storage and Handling Requirements
13 1. The Contractor shall secure and maintain a location to store the material in
14 accordance with Section O1 50 00.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 112 WAI2RANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-SUPPLIED PRODUCTS
l9 A. New Products
20 1. Refer to Drawings to determine if there are owner-supplied products for the Project.
21 2.2 MATERIALS
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A. Manufacturers
1. Only the manufacturers as listed in the City's Standard Products List will be
considered as shown in Section O1 60 00.
a. The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 01 25 00.
B. Materials
1. Pavement Markings
a. Thermoplastic, hot applied, spray
1) Refer to Drawings and City Standard Detail Drawings for width of
longitudinal lines.
2) Product shall be especially compounded for traffic marlcings.
3) When placed on the roadway, the markings shall not be slippery when wet,
lift from pavement under normal weather conditions nor exhibit a tacky
exposed surface.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
321723-5
PAVEMENT MARKINGS
Page 5 of 11
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4) Cold ductility of the material shall permit normal road surface expansion
and contraction without chipping or cracking.
5) The markings shall retain their original color, dimensions and placement
under normal traffic conditions at road surface temperatures of 158 degrees
Fahrenheit and below.
6) Markings shall have uniform cross-section, clean edges, square ends and no
evidence of tracking.
7) The density and quality of the material shall be uniform throughout the
markings.
8) The thickness shall be uniform throughout the length and width of the
markings. �
9) The markings shall be 95 percent free of holes and voids, and free of
blisters for a minimum of 60 days after application.
10) The material shall not deteriorate by contact with sodium chloride, calcium
chloride or other chemicals used to prevent roadway ice or because of the
oil content of pavement mai•kings or from oil droppings or other effects of
traffic.
11) The material shall not prohibit adhesion of other thermoplastic markings if,
at some future time, new markings are placed over existing material.
a) New material shall bond itself to the old line in such a manner that no
splitting or separation takes place.
12) The markings placed on the roadway shall be completely retroreflective
both internally and externally with traffic beads and shall exhibit uniform
retro-directive reflectance.
13) Traffic beads
a) Manufactured from glass
b) Spherica) in shape
c) Essentially free of sharp angular particles
d) Essentially free of particles showing cloudiness, surface scoring or
surface scratching
e) Water white in color
� Applied at a uniform rate
g) Meet or exceed Specifications shown in AASHTO Standard
Specification for Glass Beads Used in Pavement Markings, AASHTO
Designation: M 247-09.
Thermoplastic, hot applied, extruded
1) Product shall be especially compounded for traffc markings
2) When placed on the roadway, the markings shall not be slippery when wet,
lift from pavement under normal weather conditions nor exhibit a tacky
exposed surface.
3) Cold ductility of the material shail permit normal road surface expansion
and contraction without chipping or cracking.
4) The markings shall retain their original color, dimensions and placement
unc(er normal traffic conditions at road surface temperatures of 158 degrees
Fahrenheit and below.
5) Markings shall have uniform cross-section, clean edges, square ends and no
evidence of tracking.
6) The density and quality of the material shall be uniform throughout the
markings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
321723-6
PAVEMENT MARKINGS
Page 6 of 11
l 7) The thicicness shall be uniform throughout the length and width of the
2 markings.
3 8) The markings shall be 95 percent free of holes and voids, and free of
4 blisters for a minimum of 60 days after application.
5 9) The minimum thickness of the marking, as measured above the plane
6 formed by the pavement surface, shall not be less than 1/8 inch in the center
7 of the marking and 3/32 inch at a distance of'/2 inch from the edge.
8 10) Maximum thickness shall be 3/16 inch.
9 11) The material shall not deteriorate by contact with sodium chloride, calcium
t 0 chloride or other chemicals used to prevent roadway ice or because of the
11 oil content of pavement markings or from oil droppings or other effects of
12 traffic.
13 12) The material shall not prohibit adhesion of other thermoplastic markings if,
14 at some future time, new markings are placed over existing material. New
15 material shall bond itself to the old line in such a manner that no splitting or
16 separation takes place.
17 13) The markings placed on the roadway shall be completely retroreflective
18 both internally and externally with traffic beads and shall exhibit uniform
19 retro-directive ceflectance.
20 14) Traffic beads
21 a) Manufactured from glass
22 6) Spherical in shape
23 c) Essentially free of sharp angular partic(es
24 d) Essentially free of particles showing cloudiness, surface scoring or
25 surface scratching
26 e) Water white in color
27 � Applied at a uniform rate
28 g) Meet or exceed Specifcations shown in AASHTO Standard
29 Specification for Glass Beads Used in Pavement Markings, AASHTO
30 Designation: M 247-09.
31 c. Preformed Polymer Tape
32 1) Material shall meet or exceed the Specifications for SWARCO Director 35,
33 3M High Performance Tape Series 3801 ES, or approved equal.
34 d. Prefor•med Heat-Activated Thermoplastic Tape
35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125
36 mil preformed thermoplastic or approved equal.
37 e. Traffic Paint
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1) Materials shall meet or e:cceed the TxDOT Specification DMS-8200.
2. Raised Markers
a. Marlcers shall meet the requirements of the Texas Manual on Uniform Traffic
Control Devices.
b. Non-reflective markers shall be Type Y(yellow body) and Type W(whita
body) round ceramic markers and shall meet or exceed the TxDOT
Specification DMS-4300.
c. The reflective markers shall be plastic, meet or exceed the TxDOT
Specification DMS-4200 for high-volume retroreflective raised markers and be
available in the following types:
1) Type I-C, white body, 1 face reflects white
2) Type II-A-A, yellow body, 2 faces reflect amber
3) Type II-C-R, white body, 1 face reflects white, the other red
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
32 17 23 - 7
PAVEMENT MARKINGS
Page 7 oF 11
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3. Work Zone Markings
a. Tabs
1) Temporary flexible-reflective roadway marker tabs shall meet requirements
of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marker
Tabs,"
2) Removable markings shall not be used to simulate edge lines.
3) No segment of roadway open to traffic shall remain without permanent
pavement markings for a period greater than 14 calendar days.
b. Raised Markers
1) All raised pavement marlcers shall meet the requirements of DMS-4200.
c. Striping
1) Work Zone striping shall meet or exceed the TxDOT Speciitcation DMS-
8200.
14 2.3 ACCESSORIES [NOT USED]
l5 2.4 SOURCE QUALITY CONTROL
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< 30 � 35 — 50 � > 55
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A. Performance
1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet
the requirements detailed in the table below for a minimum of 30 ca(endar days.
2-lane roads with centerline n�a 100 250
markings onl (1)
All other roads (2) n/a 50 100
(1) Measured at standard 30-m geometry in units of mcd/m /lux.
(2) Exceptions:
A. When raised reflective pavement markings (RRPMs) supplement or substitute for a
longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as
long as the RRPMs are maintained so that at (east 3 are visible from any position along that
line during nighttime conditions.
B. When continuous roadway lighting assures that the markings are visible, minimum
pavement marking retroreflectivity levels are not applicab(e.
27 PART 3 - EXECUTION
28 3.1 EXAMINATION [NOT USED]
29 3.2 PREPARATION
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A. Pavement Conditions
1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing
markings and other forms of contamination.
2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the
curing membrane.
3. Pavement to which material is to be applied shall be completely dry.
�' C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised December 20, 20I2
32 17 23 - 8
PAVEMENT MARKINGS
Page S of i l
1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15
2 minutes, no condensation develops on the underside of a 1 square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges.
4 5, Equipment and methods used for surface preparation shall not damage the
5 pavement or present a hazard to motorists or pedestrians.
6 3.3 1NSTALLATTON
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A. General
1. The materials shall be applied according to the manufacturer's recommendations.
2. Marlcings and markers shall be applied within temperature limits recommended by
the material manufacturer, and shall be applied on clean, dry pavement having a
surface temperature above 50 degrees Fahrenheit.
3. Markings that ai•e not properly applied due to faulty application methods or being
placed in the wrong position or alignment shall be removed and replaced by the
Contractor at the Contractor's expense. Tf the mistake is such that it would be
confusing or hazardous to motorists, it shall be remedied the same day of
notification. Notification will be made by phone and confirmed by fax. Other
mistakes shall be remedied within 5 days of written notification.
4. When markings are applied on roadways open to traffic, care will be talcen to
ensure that proper safety precautions are followed, including the use of signs,
cones, barricades, flaggers, etc.
5. Freshly applied markings shall be protected from traffic damage and disfigurement.
6. Temperature of the material must be equal to the temperature of the road surface
before allowing traffic to travel on it.
B. Pavement Markings
2.
3.
Thermoplastic, hot applied, spray
a. This method shall be used to i�Istall and replace long lines — centerlines, lane
lines, edge lines, turn lanes, and dots.
b. Markings shall be applied at a 110 mil thickness.
c. Markings shall be applied at a 90 mil thickness when placed over existing
markings.
d. Typical setting time shall be between 4 minutes and 10 minutes depending
upon the roadway surface temperature and the humidity factor.
e. Retroreflective raised markers shall be used to supplement the centerlines, lane
lines, and turn lanes. Refer to City Standard Detail Drawings for placement.
f. Minimum retroref7ectivity of marl<ings shall meet or exceed values shown in
subparagraph 2.4.A.1 of this Specification.
Thermoplastic, hot appfied, extruded
a. This method shall be used to install and replace crosswalks and stop-lines.
b. Marlcings shal] be applied at a 125 mil thickness.
c. Minimum retroreflectivity of marl<ings shall meet or exceed values shown in
this Specification.
Preformed Polymer Tape
a. This method shall be used to install and replace crosswalks, stop-lines, and
legends.
b. The applied marking shal] adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
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PAVEMENT MARKINGS
Page 9 of I 1
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
4. Preformed Heat-Activated Thermoplastic Tape
a. This method shall be used to install and replace crosswalks, stop-lines, and
legends.
b. The applied mai•king shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
5. Traffic Paint
a. This method shall be used to instail Work Zone Markings, Parking Lot
Markings and any other tempora�y marking application.
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
C. Raised Markers
1. All permanent raised pavement markers on Portland Cement roadways shall be
installed with epoxy adhesive. Bituminous adhesive is not acceptable.
2. All permanent raised pavement markers on new asphalt roadways may be installed
with epoxy or bituminous adhesive.
3. A chalk line, chain or equivalent shall be used during layout to ensure that
individual markers are properly aligned. All markers shall be placed uniformly
along the line to achieve a smooth continuous appearance.
D. Work Zone Markings
1. Work shall be performed with as little disruption to traffic as possible.
2. Install longitudinal markings on pavement surfaces before opening to traffic.
3. Maintain lane alignment traf�c control devices and operations until markings are
installed.
4. Install markings in proper alignment in accordance with the Texas MUTCD and as
shown on the Drawings.
5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
of a surface treatment, unless otherwise shown on the Drawings.
6. Place markings in proper alignment with the location of the final pavement
markings.
7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or
transverse lines.
8. All markings shall be visible from a distance of 300 feet in daylight conditions and
from a distance of at least 160 feet in nighttime conditions, illuminated by low-
beam automobile headlight.
9. The daytime and nighttime reflected color of the markings must be distinctly white
or yellow.
10. The markings must exhibit uniform retroreflective characteristics.
11. Epoxy adhesives shall not be used to worlc zone markings.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
32 17 23 - 10
PAVEMENT MARKRJGS
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3.4 REMOVALS
1. Pavement Marking and Marker Removal
a. The industry's best practice shall be used to remove existing pavement
markings and markers.
b. If the roadway is being datnaged during the marker removal, Worlc shall be
halted until consultation with the City.
c. Removals shall be done in such a matter that color and texture contrast of the
pavement surface will be held to a minimum.
d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than
Y4 inch in depth resulting from the i�ernoval of pavement markings and markers.
Driveway patch asphalt emulsion may be broom applied to reseal damage to
asphaltic surfaces.
e. Dispose of markers in accordance with federal, state, and local regulations.
f. Use any of the following methods unless othe�tivise shown on the Drawings.
1) Surface Treatment Method
a) Apply surface treatment at rates shown on the Drawings or as directed.
Place a surface treatment a minimum of 2 feet wide to cover the
existing marking.
b) Place a surface treatment, thin overlay, or microsurfacing a minimum
of 1 lane in width in areas where directional changes of traffic are
involved or in other areas as directed by the City.
2) Burn Method
a) Use an approved burning method.
b) For thermoplastic pavement markings or prefabricated pavement
markings, heat may be applied to remove the bulk of the marking
material prior to b(ast cleaning.
c) When using heat, avoid spalling pavement surfaces.
d) Sweeping or light blast cleaning may be used to remove minor residue,
3) Blasting Method
a) Use a blasting method such as water blasting, abrasive blasting, water
abrasive blasting, shot blasting, slurry blasting, water-injected abrasive
blasting, or brush blasting as approved.
b) Remove pavement markings on concrete surfaces by a blasting method
only.
4) Mechanical Method .
a) Use any mechanical method except grinding,
b) Flail milling is acceptable in the removal of markings on asphalt and
concrete surfaces.
2. If a location is to be paved over, no additional compensation will be allowed for
marking or marker removal.
41 3.5 REPAIR / RESTORATION [NOT USED]
42 3.6 RE-INSTALLATTON [NOT USED)
43 3.7 FIELD QUALITY CONTROL
44 A. All lines must have clean edges, square ends, and be uniform cross-section.
45 B. The density and quality of markings shall be uniform throughout their thickness.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised December 20, 2012
32 17 23 - 11
PAVEMENT MARKINGS
Page 1 l of 1 I
1 C. The applied markings shali have no more than 5 percent, by area, of holes or voids and
2 shall be free of blisters.
3 3.8 SYSTEM STARTUP [NOT USED]
4 3.9 ADJUSTING [NOT USED]
5 3.10 CLEANING
6 A. Contractor shall clean up and remove all loose material resulting from construction
7 operations.
8 3.11 CLOSEOUT ACTTVITIES [NOT USED]
9 3.12 PROTECTION [NOT USED]
10 3.13 MAINTENANCE [NOT USED]
11 3.14 ATTACHMENTS [NOT USED]
12 END OF SECTION
13
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTN HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECtFICATION DOCUMENTS 02236
Revised December 20, 2012
321725-1
CURB ADDRESS PATNTING
Page 1 of 3
�
3 PART1- GENERAL
4 1.1 SUMMARY
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25 1.3
SECTION 32 17 25
CURB ADDRESS PAINTING
A. Section Includes:
1. Painting of house addresses on curb of driveway radiuses that are removed and
replaced as shown on the Drawings
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements.
PRICE AND PAYMENT PROC�DURES
A. Measurement and Payment
1. Measurement
a. Measurement for this Item shall be per each Curb Address Painting.
2. Payment
a. The work performed and the materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Curb Address Painting"
completed.
3. The price bid shall include:
a. Furnishing all labor, materials and equipment
b. Any incidentals necessary to comp(ete Curb Address Painting
REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the latest revision date
28 logged at the end of this Specification, unless a date is specifically cited.
29 1.4 —1.12 [NOT US�D]
30 PART 2 - PR011UCTS
3 ] 2.1 OWN�R-FURNISHED [NOT USED]
32 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
33 A. Materials
34 1. All materials shall be of recent product and suitable for its intended purpose.
CITY OF FORT WORTH HMAC SURFACE OVERLAY 2014-1)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS City Project No. 02236
Version October 14, 2013
32 17 25 - 2
CURB ADDRESS PAINTING
Page 2 of 3
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2. Background paint shall be 7100 Series 100% Acrylic Satin White paint
manufactured by ICwal Paint, or approved equal.
3. Lettering paint shall be 7100 Series 100% Acrylic Satin Black paint manufactured
by Kwal Paint, or approved equal.
B. Size Requirements
1. The minimum size for the background shall be 6-inches wide by 16-inches long, or
as directed in the Drawings.
2. The minimum size for letters shall be 4-inches high, or as directed in the Drawings.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
11 PART 3 - EXECUTION
12 3.1 INSTALLERS [NOT USED]
13 3.2 EXAMINATION [NOT USED]
14
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3.3 PREPARATION
A. Surface Preparation
1. Provide surface preparation in accordance with manufacturer's recommendations.
B. Surface Conditions
I. Unless approved otherwise by the City, surface conditions must meet the following
minimum requirements:
a. Concrete has cured for a minimum of 28-days
b. Surface temperature greater than 50°P and less than 95°F
2. No work shall occur if weather conditions may harm or damage the final finished
surface.
3.4 APPLICATION
A. Apply in accordance with the manufacturer's recommendations.
B, Background Application
1. Apply the background with 3- or 4-inch roller with '/2-inch nap, unless otherwise
approved by the City.
C. Letter Application
1. Apply the lettering with 1- or %2-inch artificial nylon or polyester or combination
brush and stencils, unless otherwise approved by the City.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Version October ]4, 2013
HMAC SURFACE OVERLAY 2014-1)
City Project No. 02236
321725-3
CURB ADDRESS PAINTTNG
Page 3 of 3
1 3.5 REPAIR / RESTORATION [NOT USED]
2 3.6 RE-TNSTALLATTON [NOT US�D]
3 3.7 FIELD QUALITY CONTROL [NOT US�D]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJU5TING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROT�CTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
] 0 3.14 ATTACHMENTS [NOT USED]
m
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY 2014-1)
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS City Project No. 02236
Version October 14, 2013
32 91 19 - 1
TOP301L PLACEMENT AND PINISHING OF PARKWAYS
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SECTION 32 91 19
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes
1. Furnish and place topsoil to tlle depths and on the areas shown on the plans.
B. Deviations from City of Fort Worth Standards
1. None
C. Related Specifcation Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements.
1.2 PRICE AND PAYMENT PROC�DURES
A. Measurement and Payment
1. Measurement:
a. Topsoil: measure by the cubic yard in place.
2. Payment:
a. Contract unit price and total compensation for loading, hauling, placing and
furnishing al] labor equipment, tools, supplies, and incidentals as necessary to
complete work.
b. All excavation required by this item in cut sections shall be measured in
accordance with provisions for the various excavation items involved with the
provision that excavation will be measured and paid for once, regardless of the
manipulations involved.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July I, 2011
32 91 19 - 2
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
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1.3 REFERENC�S [NOT USED]
1.4 ADMINISTRATIVE 12EQUIREMENTS [NOT USED]
1.5 ACTION SUBMITTALS
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTEIVANCE NIATERIAL SUBNIITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2- PRODUCTS
2.1 OWNER-FURNISHED (oa] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Topsoil
1. Use easily cultivated, fertile topsoil that:
a. is free from objectionable material including subsoil, weeds, clay lumps, non-
soil materials, roots, stumps or stones larger than 1.5 inches
b. has a high resistance to erosion, and
c, is able to support plant growth.
2. Secure topsoil from approved sources.
3. Topsoil is subject to testing by the City.
4. pH: 5.5 to 8.5.
5. Liquid Limit: 50 or less.
6. Plasticity Index: 20 or less.
7. Gradation: maximum of 10 percent passing No. 200 sieve.
B. Water: Clean and free of industrial wastes and other substances harmful to the growth
of vegetation.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED)
30 PART 3 - EXECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EXAMINATION [NOT USED]
33 3.3 PREPARATION [NOT USED]
34 3.4 INSTALLATION
35 A. Finishing of Parkways.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
32 91 19 - 3
"COPSOIL PLACEMENT AND FiN[SHING OP PARKWAYS
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1. Smoothly shape parkways, shoulders, slopes, and ditches.
2. Cut parkways to finish grade prior to the placing of any improvements in or
adjacent to the roadway.
3. In the event that unsuitable material for parkways is encountered, extend the depth
of excavation in the parlcways six inches and backfill with top soii.
4. Make standard parkway grade perpendicular to and draining to the curb line.
a. Minimum: 1/4 inch per foot.
b. Maximum:4:1.
c. City may approve variations from these requirements in special cases.
5. Whenever the adjacent properly is (ower than the design curb grade and runoff
drains away from the street, the parkway grade must be set level with the top of the
curb.
6. The design grade from the parkway extends to the back of the walk line.
7. From that point (behind the walk), the grade may slope up or down at maximum
slope of 4: l.
B. Placing of Topsoil
1. Spread the topsoil to a uniform loose cover at the thickness speci�ed.
2. Place and shape the topsoil as directed.
3. Hand rake finish a minimum of 5 feet from all flatwork
4. Tamp the topsoil with a light roller or other suitable equipment.
3.5 [REPAIR)/ [ItCSTORATION] [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT USED)
3.8 SYSTEM STARTUP [NOT USED)
3.9 ADJITSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTTON [NOT USED�
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
33
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
329213-1
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 7
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SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Furnishing and installing grass sod and permanent seeding as shown on plans, or as
7 directed.
8 B. Deviations from City of Fort Worth Standards
9 1. None
10 C. Related Specification Sections include but are not necessarzly limited to
I 1 1, Division 0- Bidding Requirements, Contract Forms, and Conditions of the
I 2 Contract.
13 2. Division 1- General Requirements.
14 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Measurement
a. Block Sod Placement: measure by the square yard.
b. Seeding: measure by the square yard by the installation method.
c. Mowing: measure by each.
2. Payment
a. Blocic Sod Placement: contract unit price and total compensation for furnishing
and placing all sod, rolling and tamping, watering (until established), disposal
of all surplus materials, and material, labor, equipment, tools and incidentals
necessary to complete the work.
b. Seeding: contract unit price and total compensation for furnishing all materials
including water for seed-fertilizer, slurry and hydraulic mulching, water and
mowing (until established), fertilizer, and material, labor, equipment, tools and
incidentals necessary to complete the work.
c. Mowing: contract unit price and total compensation for material, labor,
equipment, tools and incidentals necessary to complete the worl<.
3 t 1.3 REFERENCES [NOT USED]
32 1.4 ADMINISTRATIVE R�QUIREMENTS (NOT USED]
33 1.5 ACTION SUBMITTALS [NOT USED]
34 1.6 INFORMATIONAL SUBMITTALS
35 A. Seed
36 1. Vendors' certification that seeds meet Texas State seed law including:
37 a. Testing and labeling for pure live seed (PLS).
38 b. Name and type of seed.
CTTY OF PORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS 02236
Revised .fuly l, 201 I
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329213-2
HYDROMULCHiNG, SEGDING AND SODDING
Page2of7
2. All seed shall be tested in a laboratory with certified results presented to the City in
writing, prior to planting.
3. All seed to be of the previous season's crop and the date on the container shall be
within twelve months of the seeding date.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALTTY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING
A. Block Sod
1. Protect from exposure to wind, sun and freezing.
2. Keep stacked sod moist.
B. Seed
1. If using native grass or wildflower seed, seed must have been harvested within one
hundred (100) miles ofthe construction site.
2. Each species of seed shall be supplied in a separate, labeled container for
acceptance by the City.
C. Fertilizer
1. Provide fertilizer labeled with the analysis.
2. Conform to Texas fertilizer law.
1.11 FIELD [SITE] CONDITIONS (NOT USED]
1.12 WARRANTY [NOT USED)
PART 2 - PRODUCTS [NOT USED]
2.1 OWNER-FURNTSHED PRODUCTS [NOT USED]
2.2 MATERIALS AND EQUTPMENT
A. Materials
1. Block Sod
a. Sod Varieties (match existing if applicable)
1) "Stenotaphrum secundatum" (St. Augustine grass),
2) "Cynodon dactylon" (Common Bermudagrass),
3) "Buchloe dactyloides" (Buffalograss),
4) an approved hybrid of Common Bermudagrass,
5) or an approved Zoysiagrass.
b. Sod must contain stolons, leaf blades, rhizomes and roots.
c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable
foreign materials and weeds and grasses deleterious to its growth or which
might affect its subsistence or hardiness when transplanted.
d. Minimum sod thicicness: 3/4 inch
e. Maximum grass height: 2 inches
f. Acceptable growing beds:
1) St. Augustine grass sod: clay or clay loam topsoil.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
32 92 13 - 3
HYDROMULCNING, SEEDING AND SODDING
Page 3 of 7
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2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
g. Dimensions.
1) Machine cut to uniform soil thickness.
2) Sod shall be of equal width and of a size that permits the sod to be lifted,
handled and rolled without breaking.
h. Broken or torn sod or sod with uneven ends shall be rejected.
2. Seed
a. General
1) Plant al( seed at rates based on pure live seed (PLS)
a) Pure Live Seed (PLS) determined using the formula:
(1) Percent Pure Live Seed = Percent Purity x[(Percent Germination +
Percent Firm or Hard Seed) + 100]
2) Availability of Seed
a) Substitution of individual seed types due to lack of availability may be
permitted by the City at the time of planting.
b) Notify the City prior to bidding of difficulties locating certain species.
3) Weed seed
a) not exceed ten percent by weight of the total of pure live seed (PLS)
and other material in the mixture.
b) Seed not a(lowed:
(1) Johnsongrass
(2) nutgrass seed
4) Narvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs, Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
25 Bermuda (unhulled) cynodon dactylon 85 90
75 Bermuda (hulled) cynodon dactylon 95 90
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2) Plant between September 10 and April 15
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
220 Rye Grass lolium mult�orum 85 90
75 Bermuda (unhulled) cynodon dactylon 95 90
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c. Native Grass Seed
1) Plant between February 1 and October l.
Lbs. PLS/Acre
1.6
5.5
3.7
] 7,0
1.8
0.5
6.0
8.0
Common Name
Green Sprangletop
Sideoats Grama*
Little Bluestem*
Buffalograss
Indian Grass*
Sand Lovegrass*
Big Bluestem
Eastern Grama
Botanical Name
Leptochloa dubia
Bouteloua curtipendula
Schizachyrium scoparium
Buchloe dactyloides
Sorghastrz�m nutans
Gragrostis trichodes
Andropogon ger�ardii
Tripscacum dacryloides
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July i, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
329213-4
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 7
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1.2
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Blue Grama Bouteloua gracilis
Switchgrass Panicum virgatum
Prairie Wildrye* Elymus canadensis
d. Wildflower Seed
1) Plant between the following:
a) March 5 and May 31
b) September 1 and December 1
Lbs. PLS/Acre Common Name Botanical Name
3.0 Bush Sunflower Sins�a calva
5.0 Butterfly Weed Asclepias tuberosa
2.0 Clasping Coneflower* Rudbeckia amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena Verbena bipinnatifida
8.0 Texas Yellow Star Lindheimeri texana
8.0 Winecup Callirhoe involcrata
2.0 Bfack-eyed Susan Rudbeckia hirta
18.0 Cutleaf Daisy Engelmannia pinnatifida
2.0 Obedient Plant Physostegia intermedia
3.0 Pitcher Sage Salvia azurea
2.0 Piains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
*not to be planted within ten feet of a road or parking lot or within three feet of a
walkway
e. Temporary Erosion Control Seed
1) Consist of the sowing of cool season plant seeds.
3. Mulch
a. For use with conventional mechanical or hydraulic planting of seed.
b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products
(waste products from paper mills or recycled newspaper).
c. No growth or germination inhibiting factors.
d. No more than ten percent moisture, air dry weight basis.
e. Additives: binder in powder form.
f. Form a strong moisture retaining mat.
4. Fertilizer
a. acceptable condition for distribution
b. applied uniformly over the planted area.
c. Analysis
1) 16-20-0
2) 16-8-8
d. Fertilizer rate:
1) Not required for wildflower seeding.
2) Newly established seeding areas - 100 pounds of nitrogen per acre.
3) Established seeding areas - 150 pounds of nitrogen per acre.
5. Topsoil: See Section 32 91 19.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
329213-5
HYDROMULCHRJG, SEEDING AND SODDING
Page 5 of 7
1 6. Water: clean and free of industrial wastes or other substances harmful to the
2 germination of the seed or to the growth of the vegetation.
3 7. Soil Retention Blanl<et
4 a. "Curlex 1" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
5 Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
6
7 2.3 ACCESSORIES [NOT USED]
8 2.4 SOURCE QUALITY CONTROL [NOT USED]
9 PART 3- EXECUTION [NOT USED]
l0 3.1 INSTALLERS (NOT USED]
I 1 3.2 EXAMINATION [NOT USED]
12 3.3 PREPARATION
13 A. Surface Preparation: clear surface of all material including:
14 1. Stumps, stones, and other objects larger than one inch.
15 2. Roots, brush, wire, stakes, etc.
16 3. Any objects that may interfere with seeding or maintenance.
17 B. Tilling
18 l. Compacted areas: till one inch deep.
19 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
20 seed/water run-off.
21 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees.
22 3.4 INSTALLATION
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A. Block Sodding
1. General:
a. Place sod between curb and wall< and on terraces that is the same type grass as
adjacent grass or existing lawn.
b. Plant between the average last freeze date in the spring and 6 weeks prior to the
average first freeze in the fall.
2. Installation
a. Plant sod specified after the area has been completed to the lines and grades
shown on the plans with 6 inches of topsoil.
b. Use care to retain native soil on the roots of the sod during the process of
excavating, hauling and planting.
c. Keep sod material moist from the time it is dug until planted.
d. Place sod so that the entire area designated for sodding is covered.
e. Fill voids left in the solid sodding with additional sod and tamp.
f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
slope.
g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the
itrm earth in areas that may slide due to the height or slope of the surface or
nature of the soil,
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
32 92 13 - 6
HYDROMULCHING, SEEDING AND SODDING
Page 6 of 7
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3. Watering and Pinishing
a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary
metering / irrigation, water truck or by any other method necessary to achieve
an acceptable stand of turf as defined in 3.13.B.
b. Thoroughly water sod immediately after planted.
c. Water until established.
d. Generally, an amount of water that is equal to the average amount of rainfall
plus one half inch per week should be applied until accepted. If applicable,
plant large areas by irrigation zones to ensure areas are watered as soon as they
are planted.
B. Seeding
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General
a. Seed only those areas indicated on the plans and areas disturbed by
construction.
b. Mark each area to be seeded in the field prior to seeding for City approval.
Broadcast Seeding
a. Broadcast seed in two directions at right angles to each other.
b. Harrow or rake lightly to cover seed.
c. Never cover seed with more soil than twice its diameter.
d. For wildflower plantings:
1) scalp existing grasses to one inch.
2) remove grass clippings, so seed can make contact with the soil.
Mechanically Seeding (Drilling):
a. Uniformly distribute seed over the areas shown on the plans or as directed.
b. All varieties of seed and fertilizer may be distributed at the same time provided
that each component is uniformly applied at the specified rate.
c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
drill.
d. Drill on the contour of slopes
e. After planting roll with a roller integral to the seed drill, or a corrugated roller
of the "Cultipacker" type.
f. Roll slope areas on the contour.
Hydromulching
a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
1) Mixture is uniformly suspended to fo►m a homogenous slurry.
2) Mixture forms a blotter-like ground cover impregnated uniformly with
grass seed.
3) Mixture is applied within thiriy (30) minutes after placed in the equipment.
b. Placing
1) Uniformly distribute in the quantity specified over the areas shown on the
plans or as directed.
Fertilizing: uniformly apply fertilizer over seeded area,
6. Watering
a. Furnish water by means of temporary metering / irrigation, water truck or by
any other method necessary to achieve an aeceptable stand of turf as defined in
3.13.B. .
b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-I)
02236
32 92 13 - 7
HYDROMULCHING, SEEDTNG AND SODDTNG
Page 7 of 7
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c. Water as direct by the City at least twice daily for 14 days after seeding in such
a manner as to prevent washing of the slopes or dislodgement of the seed.
d. Water until final acceptance.
e. Generally, an amount of water that is equal to the average amount of rainfall
plus one half inch per week should be applied until accepted.
[REPAIR]/ [RESTORATION] [NOT USED]
7 3.6 RE-INSTALLATION [NOT USED]
8 3.7 FI�LD QUALITY CONTROL [NOT USED]
9 3.8 SYSTEM STARTUP [NOT USED]
10 3.9 ADJUSTING (NOT USED]
I 1 3.10 CLEANING [NOT USED]
12 3.11 CLOSEOUT ACTIVITIES
13 3.12 PROTECTION [NOT USED]
14 3.13 MAINTENANCE
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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A. Block Sodding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Sod shall not be considered finally accepted until the sod has started to peg down
(roots growing into the soil) and is free from dead blocl<s of sod.
B. Seeding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Maintain the seeded area until each of the following is achieved:
a. Vegetation is evenly distributed.
b. Vegetation is free from bare ai•eas.
3. Turf will be accepted once fully established.
a. Seeded area must have 100 percent growth to a height of three inches with one
mow cycle performed by the CONTRACTOR prior to consideration of
acceptance by the City.
C. Rejection �
1. City may reject block sod or seeded area on the basis of weed populations.
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2014-1)
02236
330514-1
ADJUS'I'[NG MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADG
Page 1 of 6
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SECTION 33 OS 14
ADJUSTING MANHOLES, TNLETS, VALVE BOXES, AND OTHER STRUCTURES TO
GRADE
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous structures to a new grade
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
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C. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 33 OS 10 — Utility Trench Excavation, Embedment and Backfill
4. Section 33 OS 13 — Frame, Cover and Grade Rings
5. Section 33 39 10 — Cast-in-Place Concrete Manholes
6. Section 33 39 20 — Precast Concrete Manholes
7. Section 33 12 20 — Resilient Seated Gate Valve
8. Section 33 12 21 — AWWA Rubber-Seated Butterfly Valve
9. Section 33 04 11 — Corrosion Control Test Station
10. Section 33 04 12 — Magnesium Anode Cathodic Protection
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Manhole — Minor Adjustment
a. Measurement
1) Measurement for this Item shall be per each adjustment using only grade
rings or other minor adjustment devices to a grade specified on the
Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Manhole Adjustment,
Minor" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Grade rings or other adjustment device
6) Furnishing, placing and compaction of embedment and backfill
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
33OS 14-2
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 2 of 6
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7) Clean-up
2. Manhole - Major Adjustment
a. Measurement
1) Measurement for this Item shall be pei• each adjustment requiring structural
modifications to manhole to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Manhole Adjustment,
Major" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess materia(
5) Structural modifications, grade rings or other adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
3. Inlet
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to inlet to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Inlet Adjustment"
completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
4. Valve Box
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specified
on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Valve Box Adjustment"
completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and bacic�ll
7) Clean-up
C(TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July 1, 201I
HMAC SURFACE OVERLAY (2014-1)
02236
330514-3
ADJUSTING MANHOLES, [NLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 3 of 6
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Cathodic Protection Test Station
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specifted
on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Cathodic Protection
Test Station Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Fire Hydrant
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring stem
extensions to meet a grade specified by the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Fire Hydrant Stem
Extension" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment materials
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Miscellaneous Structure
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to said structure to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Miscellaneous Structure
Adjustment" completed. '
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess materia)
5) Structural modifications
6) Furnishing, placing and compaction of embedment and backfill
d. Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-I)
02236
330514-4
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GFZADE
Page 4 of 6
1 1.3 REF�RENCES
2 A. Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard published at the time of the latest revision date logged at the end of this
5 Specification, unless a date is specifically cited.
6 2. Texas Commission on Environmental Quality (TCEQ):
7 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and
8 Related Structures.
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS (NOT USED]
1 I 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
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1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
18 PART 2 - PRODUCTS
19 2.1 OWNER-FURNISHED (oR] OWNER-SUPPLI�D PRODUCTS [NOT US�D]
20 2.2 MATERIALS
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A. Cast-in-Place Concrete
1. See Section 03 30 00.
B. Modifications to Existing Concrete Structures
1. See Section 03 80 00.
C. Grade Rings
1. See Section 33 OS 13.
D. Frame and Cover
1. See Section 33 OS 13.
E. Backfill material
1. See Section 33 OS 10.
F. Water valve box extension
1. See Section 33 12 20.
G. Corrosion Protection Test Station
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiF1CATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
330514-5
ADJllSTING MANHOLES, tNLETS, VALVE 130XES, AND OTHER STRUCTURES'T'O GRADE
Page 5 of 6
1
2
3
4
5
6
7
l. See Section 33 04 11.
H. Cast-in-Place Concrete Manholes
1. See Section 33 39 10.
I. Precast Concrete Manholes
1. See Section 33 39 20.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTTON
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION
] 1 A. Verification of Conditions
12 1. Examine existing structure to be adjusted, for damage or defects that may affect
13 grade adjustment.
14 a. Report issue to City for consideration before beginning adjustment.
15 3.3 PREPARATION
16 A. Grade Verification
17 1. On major adjustments confirm any grade change noted on Drawings is consistent
18 with field measurements.
19 a. If not, coordinate with City to verify final grade before beginning adjustment.
20 3.4 ADJUSTMENT
21
22
23
24
25
26
27
28
29
30
3l
32
33
34
3S
36
37
A. Manholes, Inlets, and Miscellaneous Structures
1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with
30-inch frame and cover assembly per TCEQ requirement.
2. On manhole major adjustments, inlets and miscellaneous structures protect the
bottom using wood forms shaped to fit so that no debris blocks the invert or the
inlet or outlet piping in during adjustments.
a. Do not use any more than a 2-piece bottom.
3. Do not extend chimney portion of the manhole beyond 24 inches.
4. Use the least number of grade rings necessary to meet required grade.
a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch
rings.
B. Valve Boxes
1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
the Drawings.
C. Backfil) and Grading
1. Backfill area of excavation surrounding each adjustment in accordance to Section
33 OS 10.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-I)
02236
33OS 14-6
ADJUSTiNG MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 6 of 6
1 3.5 REPAIR / RESTORATION [NOT USED]
2 3.6 12E-INSTALLATION [NOT USED]
3 3.7 FIELD (ou] SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP (NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT US�D]
10 3.14 ATTACHMENTS [NOT USED]
�I
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
m
CiTY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 02236
Revised luly 1, 201 I
�
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
]0
11
12
13
14
15
16
17
18
l9
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
SECTION 33 OS 17
CONCRETE COLLARS
33 OS (7 - 1
CONCi2ETE COLLARS
Page I of 3
A. Section Includes:
1. Concrete Collars for Manholes
?. This' Ttc�n i,s inte��r./ecl, fC�r- zr.,�c� iir u.s��haCt slreet,s crr�cJ u��ina/Jrovec� urec7s — ttotfi�r use
ir� curtcrele ,s'lrc��t,s.
B. Deviations from this City of Fort Worth Standard Specification
] . None.
C. Related Specification Sections include but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 03 30 00 — Cast-In-Place Concrete
4. Section 03 80 00 — Modifications to Existing Concrete Structures
5. Section 33 OS 13 — Frame, Cover, and Grade Rings
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Manhole
a. Measurement
1) Measurement for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each "Concrete Collar"
installed.
c. The price bid will include:
1) Concrete Collar
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Pavement removal
8) Hauling
9) Disposal of excess material
10) Placement and compaction of backfill
I 1) Clean-up
12) Additional pavement around perimeter of concrete collar as required for
rim adjustment on existing manhole.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
33OS 17-2
CONCRETE COLLARS
Page 2 of 3
I 1.3 REFERENCES
2
3
4
5
6
7
8
9
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Speciftcation, unless a date is specifically cited.
2. ASTM International (ASTM):
a. D4258, Standard Practice for SurFace Cleaning Concrete for Coating.
b. D4259, Standard Practice for Abrading Concrete.
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
12
13
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE [NOT USED]
15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
16 1.11 FI�LD [SITE] CONDITIONS [NOT US�D]
17 1.12 WARRANTY [NOT USED]
18 PART 2 - PRODUCTS
19 2.1 OWNER-FUItNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT US�D]
20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
21
22
23
24
25
26
27
A. Materials
1. Concrete — Conform to Section 03 30 00.
2. Reinforcing Steel — Confonn to Section 03 21 00.
3. Frame and Cover — Conform to Section 33 OS 13.
4. Grade Ring — Conform to Section 33 OS 13.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL (NOT USED]
28 PART 3 - EXECUTTON
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION
31 A. Evaluation and Assessment
32 1. Verify lines and grades are in accordance to the Drawings.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS 02236
Revised December 20, 2012
33 OS 17 - 3
CONCRETE COLLARS
Page 3 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Final Rim Elevation
1. Install concrete grade rings for height adjustment.
a. Construct grade ring on load bearing shoulder of manhole.
b. Use sealant between rings as shown on Drawings.
2. Set frame on top of manhole or grade rings using continuous water sealant.
3. Remove debris, stones and dirt to ensure a watertight seal.
4. Do not use steel shims, wood, stones or other unspecified material to obtain the
final surface elevation of the manhole frame.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson I.1.A.2 — Blue text added to clarify where concrete collars are to be installed.
23
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF1CATiON DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-1)
02236
34 71 13 - 1
TRAFFIC CONTROL
Page 1 of 5
1
2
3 PARTl- GENERAL
4 1.1 SUMMARY
5
6
7
8
SECTION 34 71 13
TRAFFIC CONTROL
A. Section Includes:
1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
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 PRIC� AND PAYMENT PROCEDURES
l3
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
A. Measurement and Payment .
1. Installation of Traffic Control Devices
a. Measurement
1) Measurement for Traffic Control Devices shall be per month for the Project
duration.
a) A month is defined as 30 calendar days.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid for "Traffic Control".
c. The price bid shall include:
1) Traffic Control implementation
2) Installation
3) Maintenance
4) Adjustments
5) Replacements
6) Removal
2. Portable Message Signs
a. Measurement
1) Measurement for this Item shall be per week for the duration of use.
b. Payment
1) The work performed and materials furnished in accordance to this Item and
measured as provided under "Measurement" shall be paid for at the unit
price bid per week for "Portable Message Sign" rental.
c. The price bid shall include:
1) Delivery of Portable Message Sign to Site
2) Message updating
3) Sign movement throughout construction
4) Return of the Portable Message Sign post-construction
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-I)
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS 02236
Revised July 1, 201 I
34 �l 13 - 2
TRAFFIC CONTROL
Page2of5
1
2
3
4
5
6
7
8
9
10
11
12
13
3. Preparation of Trafiic Control Plan Details
a. Measurement
1) Measurement for this Item is per each Traffic Control Detail prepared.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Traffic Control Detail"
prepared.
c. The price bid shall include:
1) Preparing the Traffic Control Plan Details
2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
(TMUTCD)
3) Obtaining the signature and seal of a licensed Texas Professional Engineer
4) Incorporation of City comments
14 1.3 REFERENCES
IS
16
17
18
]9
20
21
22
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMiJTCD).
3. Item 502, Barricades, Signs, and Traf�c Handling of the Texas Department of
Transportation, Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Coordination
25 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to
26 implementing Traffic Control within 500 feet of a traffic signal.
27 B. Sequencing
28 1. Any deviations to the Traffic Control Plan included in the Drawings must be first
29 approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Provide the City with a current list of qualified flaggers before beginning flagging
32 activities. Use only flagge►-s on the qualified list.
33 B.
34
35
36
37 C.
38
Obtain a Street Use Permit from the Street Management Section of the Traffc
Engineering Division, 311 W. 10��' Street. The Traffic Control Plan (TCP) for the
Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
Engineer,
39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
40 Speci�cations. The Contractor will be responsible for having a licensed Texas
41 Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2014-1)
02236
34 71 13 - 3
TRAFFIC CONTROL
Page 3 of 5
1 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
2 changes to the Traffic Control Plan(s) developed by the Design Engineer.
3 F. Design Engineer will furnish standard details for Traffic Control.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTEI�TANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS
12 2.1 OWNER-FURNISHED (ou] OWN�R-SUPPLIED PRODUCTS [NOT USED]
13 2.2 ASS�MBLIES AND MATERIALS
14
15
16
17
18
19
20
21
22
23
24
25
A. Description
1. Regulatory Requirements
a. Provide Traffic Control Devices that conform to details shown on the
Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control
Device List (CWZTCDL).
2. Materials
a. Traffic Control Devices must meet all reflectivity requirements included in the
TMUTCD and TxDOT Specifications — Item 502 at all times during
construction.
b. Electronic message boards shall be provided in accordance with the TMIJTCD.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL (NOT USED]
26 PART 3 - EXECUTION
27 3.1 �XAMINATION [NOT US�D]
28 3.2 PREPARATION
29 A. Protection of In-Place Conditions
30 1. Protect existing traffic signal equipment.
31 3.3 INSTALLATION
32 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on
33 the Drawings and as directed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS 02236
Revised July 1, 2011
3471 13-4
TRAFFIC CONTROL
Page 4 of 5
B. Install Traffic Control Devices straigllt and plumb.
2 C. Do not make changes to the location of any device or implement any other changes to
3 the Traffic Control Plan without the approval of the Engineer.
4 L Minor adjustments to meet field constructability and visibility are allowed.
5 D. Maintain Traffic Control Devices by taking corrective action as soon as possible.
6 1. Corrective action includes but is not limited to cleaning, replacing, straightening,
7 covering, or removing Devices.
8 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
9 and that retroreflective characteristics meet requirements during darkness and rain.
l0 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
11 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades,
12 lights, signs, or other precautionary measures for the protection of persons or property), the
13 Inspector may order such additional precautionary measures be taken to protect persons
14 and property.
15 P. Subject to the approval of the Inspector, portions of this Project, which are not affected by
16 or in conflict with the proposed method of handling traffic or utility adjustments, can be
17 constructed during any phase.
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
43
G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
distance of drivers entering the highway from driveways or side streets.
H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may
be erected and mounted on portable supports.
1. The support design is subject to the approval of the Engineer.
I. Lane closures shall be in accordance with the approved Traffic Control Plans.
J. If at any time the existing traffic signals become inoperable as a result of construction
operations, the Contractor shall provide portable stop signs with 2 orange flags, as
approved by the Engineer, to be used for Traffic Cont►-ol.
K. Flaggers
1. Provide a Contractor representative who has been certified as a flagging instructor
through courses offered by the Texas Engineering Extension Service, the American
Traffic Safety Services Association, the National Safety Council, or other approved
organizations.
a. Provide the certificate indicating course completion when requested.
b. This representative is responsible for training and assuring that all flaggers are
qualified to perform flagging duties.
2. A qualified flagger must be independently certified by 1 of the organizations listed
above or trained by the Contractor's certified flagging instructor.
3. Flaggers must be courteous and able to effectively communicate with the public.
4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
and follow the flagging procedures set forth in the TMIJTCD.
5. Provide and maintain flaggers at such points and for such periods of time as may be
required to provide for the safety and convenience of public travel and Contractor's
personnel, and as shown on the Drawings or as directed by the Engineer,
a. These flaggers shall be located at each end of the lane closure.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2014-1)
02236
347113-5
TRAFFIC CONTROL
Page 5 of 5
1 L. Removal
2 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
3 and other Ti•affic Control Devices used for work-zone traffic handling in a timely
4 manner, unless otherwise shown on the Drawings.
5 3.4 REPAIR / RESTORATION [NOT USED]
6 3.5 RE-INSTALLATION [NOT USED]
7 3.6 FIELD �oR] SITE QUALITY CONTROL [NOT USED]
8 3.7 SYSTEM STARTUP [NOT USED]
9 3.8 ADJUSTING [NOT USED]
l0 3.9 CLEANING [NOT USED]
l 1 3.10 CLOSEOUT ACTIVITIES [NOT USED]
12 3.11 PROTECTION [NOT USED]
13 3.12 MAINTENANCE [NOT USED]
14 3.13 ATTACHMENTS [NOT USED]
15
�
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
17
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02236
Revised July l, 2011
4'
44,�
62"
�" � ' � ,
. �:��.- .. .
.
- "� : �s -�. .,
�. ,
- � a: -
x
� • � �
� ,
4� Fundin
8,,, g
2
12"
22
12��
12"
12
�
Contractor:
-Contractor's Name=
= Questions on this Project Call: _
(817) 392 - XXXX
After Hours Call: (817) 392 - XXXX
FONTS:
FORT WORTH LOGO IN CHELTINGHAM BOLD
A�L OTHER LETTERING IN ARIAL BOLD
COLORS:
FORT WORTH - PMS 288 - BLUE
LONGHORN LOGO - PMS 725 - BROWN
LETTERING - PMS 288 - BLUE
BACKGROUND - WHITE
BORDER-BLUE
1" TYP.
3"
,.,
2
12
1 ��
1"
21,�
2
NOTES:
IF APPLICABLE TO THE PROJECT,
CONTRACTOR SNALL OBTAIN VINYL
STICKER "CITY GAS LEASE REVENUE
IN ACTION" / LOGO AT CDR SIGN AND
ENGRAVING, 6311 EAST LANCASTER
AVE (817-451-4684), PEELAND PLACE
IN FUNDING SECTION.
PROJECT DESIGNATION SIGN
Project Namr HMAC Surfac. Ovsrlay ( �
DOE Proj�ct fVurnb�ro
Mapsco Locat(on:
. _ � �
. .` • � -
As part of the City of Fort Worth's Street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there will be a
briei time that you may not have access to your residence or business. On the days
specified below, vehicies can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
if you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concern to your satisfaction, you may also contact
City of Fort Wo�th Inspector at , Monday-
Friday between 7:30 a.m. and 4:30 p.m.
After 4:30 p.m. and on weekends, call (817) 392-8100.
Block 3tn�t ProJ�ct Exp�ct�d Constructlon Dat�s
Llmits Nam• LImIb Wea r P i Ina
1100 to 1200 Brown Street Yates Avenue to Keiler Springs Partcway From 8-20-08 to 7�-08
Nombr� dsl Proy�cto: HMAC 3urfac• Ov.�lay 1 )
Num.ro d•1 Proy�cto DOE:
Ubicacibn Mapsco:
�
• . •: • � . ' - • � :
.
Como pa�te del Programa de Mantenimiento de las Calles de la Ciudad de Fort Worth,
ha sido contratado �para reparar su caile. Durante este
trabaja de mantenimiento, habr� un tiempo breve en que no tenga acceso a su hvgar o
negocio. En los dtaa especiflcado� abajo, vehtculo� no deben estacionarse el la caile.
Tambi�n� por tavor apague su sistema de regar el c�sped cerca de la calie.
St tiene aiguna pregunta o concieme, por tavor Ilame al contratista a1
Si no resueive su concieme a su satisfaccibn� puede tambi8n Ilamar a la Oncfina de
. Inspecci8n de la Ciudad de Fort Worth al � de lunes a
viemes entre la� 7:30 a.m. y 4:30 p.m.
DespuBs de las 4:30 p.m. o en Ios tines de semena Ilame al (817) 392-8100.
L.tmlt� Ncmbn Limito� F�ch�s do Construccibn
D� �Ioau�• d� C�Ii� Do Provscto Porm�d.nde.� �.�.+...�r........
1100 a 1200 Brown Street Yates Avenu• a Keller 5pringa partcway Os 8-20-Oe s 7-4-a8
.00.5 10 01.5n3.1
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1 110(1A44 ECTNY. 14Nu DRIKIAY TO K 0000(O SAYE KOMCS2
AS COMM, MMOKN. Alp ►AO FM 4 O10KNAY APPROACH.
(361M0 1110[11W.K. M AMY. •/4. K K3f0K0 AND NOhACSO.
a PROMO( N' 4 4C 7141611110. F011 0010014Y of 4410 CAST40
AI►n.4T ►AKIA:NT. WAC 11Wi0110/ 11U0y01MY TO OMK
C42114.4T04. *WAG 11UM0TION R(WA(p KYOND IN MAO
T*AN•T101 IMO KA TOM rot Y011014 32 12 1•
G THE GAMIC MC.... AT M CUTTER UK AA1 AT ANY PONT WTIM1
10 Fat 0f a1111N 1A[ KIT NOT MID 12 KNOW.
4 Al 0* 84R L...0 K RAU -A' PO 00110N 32 13 20.
KC
NOOI 4
•0014.N
OM DM)
Olt NM
Q NOTE 1
--iQ-ar AK awi Drr.--
1r-0- I•L DOKE Off.
.22-0T 114 •Nal Or9.
2r-r M. Dahl MT.
PUN VIEW
D0KVAY PAY WIT
IMOKY 1101
1
PO 32 it 13-41S
00041VK90N JOINT
POI 32 13 13-0511
ON 31 U 13-0112
SAVED GUNNY JOINT KOKO
inifFoxe r a11K
r/�3 IAac • tr
r
EI NOR3
OCISPACATO
SUMACS ram 1Y TM
SECTION A A
•
24• ILD0WUT FROM
N AM Or QM ITN
O rKOMY 400104401
iQ NOT[ 4
r
In
NOR 4
P14014030 ASPHALT
'MMO PEN MOM.
MADMY WWII
024SIIWO1ON JOINT
POI 32 13 13-001
NOT[ 4 ON 32 13 13-002
PTA1M11= 0.0101AOC
0* 1 M\•10 MCA
Q10N
t wa1r
Y •
1,2
N N 24' 04070N
Dora • ir o.c
00Y/KT1
I4.1110140C PO
SCMON 32 13 20
—1Y
0010- COATING
r/ COOK
DRIVEWAY EXPANSION JOINT
µ • 2r 14001H
0011111 • 1r a.c
MTO C3I11I410
M\O1MT
CASTING GONOICTC
Du\cpccrMlx
OOMAOTED
CLIMAX 2CN
=MN 32 13 30
10rAN•ON JOM, 110 1C0 0400K
NOUN= TO X' MOM WM
IeD1000 UP. JOPf1 IL4J01
Pet 32 13 13-04117
CO
OP 10�K001Q
MO K KOKO
--23PAM ION JOINT WT OJT
FQ 3l 13 1�3-T 17
DOM. 040001 ON CAP
TO m 00110. MO IC
KW=
DRIVEWAY EXPANSION CONSTRUCTION JOINT
(BETWEEN EXIST i PROP )
CITY OF FORT WORTH, TEXAS
CONCRETE RESIDENTIAL DRIVEWAY
APPROACH WITH RADIUS
- ASPHALT PAVING
PII000SD 010K
REVISED: 08-31-2012
3216 13-D528
NOTES TO OESJCNER
Fit IN BLANKS AND/ OR VERIFY ALL TEXT IN BUIE
2. SET GRADES TO CONVEY STORMWATER 1MTWN RO.W. 0R EASEMENTS
3. REVISE DETAIL AS NECESSARY TO MATCH ACTUAL ROADWAY DESCH.
4. MODIFY DETAIL TO MEET SPEOFIC CONDITIONS.
PROPOSED ASPHALT
PANNE PER TYPICAL
SECTION
STABIUIED SUBGRAOE
PER PAVING TYPICAL
SECTION
0
1`
ir PER FT.
II���Ik rF
014 BARS
NEW CONSTRUCTION
I��11��h'TJ-LET
12'
COMPACTED ACCEPTABLE
NATIVE BAOLFIL PER
SECTION 31 24 00
MINIMUM IXCAVATION
OUTLINE FOR STREET
CONSTRUCTION
44 . 24" SMOOTH
Mom/
l ASPHALT
E1051IN0 SUBORADE
EXPANSION JONT. FORMED GROOVE
ROUNDED To Jr RADIUS WITH r
DOWEL PREMOLDE0 EXPANSION JOINT ANO
SUCONE JOINT SEALANT
TOP OF CURB
TOP OF PAVEMENT
PROPOSED
SIb0RAOE
PER TYPICAL
ROADWAY
SECTION
12'
0 HMAC
TRANSITION
PER 32 12 16
SEAL WITH
JOINT FILLER
BAR STOP
DOWEL SLEEVE 0R CAP
TO FlT DOWEL AND BE
SECURED
CURB AND GUI ItR EXPANSION JOINT
FORT Woes
NOTE.
6' OR Y
CURB
SEE NOTE 1
�1'-4 X'
µ BARS
1'-3'
EXISTING STREET
ROPOSED
SUBGRADE
PER TYPICAL.
ROADWAY
SECTION/
1. 200 LF MASMUM SPACING 8— Wtkll CURB
AND GUTTER EXPANSION =NTS.
NOTE•
1. MINIMUM WIDTH IS
MARK CASTING (MOTH UP TO 2'-6-
TAMPED TOPSOIL
PER SECTION
32 GL
'7_7L- I i I
1III
i I ...'Vl:.p
12'
COMPACTED ACCEPTABLE
NATIVE BACKFlLL PER
SECTION 31 24. 00
MINIMUM 0CAVATON
OUTLINE FOR STREET
CONSTRUCTION
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
STANDARD CURB AND GUTTER
32 16 13-D534
NOTR � ���
1. DETAlI D[fWE3 PAY UWTS �I HMAC 1RAN�f10N SU8501ARY TO TM[ CONpKT[ VAtlEY d1T1ER CONSTM1CT10N.
JONi3
Pf!!
J2 1J 13-DD13
��-- -
�
/
/
/
� 2�' N11AC I
TRAN9110N p�AN90N -
/ PElt SECT1pi ` JqNTS
A� az�z�e \ Pa�
\ 32 13 1J--0513
_ — � — '_ — \
� / 1O �.
q� i/ i/ � s� t+o� e.
9' M11AC
TRANS TiON
pQ SECnpp� NTFRSECIING YALLEY
�z �2 ie �
/ _ _ _ _ _ — —
PLAN VIEVN
.�
/
�I�I % �I
j4 BAAS O
�e' o.c.e.w.
..,.. _ .��-
9"
S£E
1' IAAX OR AS DIRECiED BY NOTE 1
7HE Q�NEEFt
. �:..�
. ',; :'-: � .
_ . _ • .. . 1•. . .. . . _
I
caw�chn � �—.-- e'-o' �au+.
suecR� (REs�oa+n�� s�is)
(s¢ Norc z?
SECTION A-A
a�s
t, 1NE 7' REINfORCED CONCRETE ��Y �� ��� TME � r OF TME PAVE)AETiT YAlH THE REIAAINI►10
PORTiON Of PAYELIRJT TD BE CONSTRUCTED IN0.UDING 5UBp1A�[ TREAT1�tENT. IH ACGOR�ANC£ WI1H THE TYPICAL
PAV1N0 SECl10N.
2 TYPE D 011 TYPE BEAS?HA�T 011 PREPAR£D B ADE y A 8( USEDREWIREIIENT4 i0R TNE PA�EYENT SECTION,
3. PAV UA1T4 iR�M E�AHSION JOIMT TO D(➢IW4p1 JOIN?.
* iRAM�11d1 MB['fR10 1�A � T3 UNDf)1 SEPMA�� ITEiI �011�NMAC TRAN�TON Pf� � T1011 3212 S AG
5. GUifF]I TO 8E 9�APED TO COlfCA11 NOTH COHCR£1'E VAl1EY (011 PAVOdE?1n.
CITY OF FORT W'ORTN, TEXAS REVISED� o6�3t-�Ot2
ORT WORT �
CONCRETE VALLEY GUTTER 32 16 13-D530
12- LONG g4 BAR J
0 24" 0.C.
CONCRETE
PAVEMENT
g4 BARS 0 18" D.C.B.W.
d" REDW00D BOARD FULL
DEPTH OF SIDEWALK
THIS HALF OF DOWEL TO BE
COATED WITH ASPHALT.
18
SLIP CAP
24" g4 SMOOTH ROUND
BAR 0 24" O.C. MAXIMUM
EXPANSION .JOINT DETAIL
5' MIN.
_..__ . SIDEWALK CR055 SLOPE 3"
2% MAX. iv
g4 BARS 0 18" COMPACTED
f1 / 0.C.B.W. SUBGRADE TO
90% DENSITY
12"
SECTION VIEW
SIDEWALK ADJACENT TO CURB
4' MIN.
SIDEWALK CROSS SLOPE
2% MAX.
3"
11111,-="III1 - - L • 1II--=;III I
VI 11_: I1L--1 11=-9 I' I
g4 BARS 0 18'� COMPACTED
O.C.B.w- SUBGRADE TO
90% DENSITY
12- LONG g4 BAR
0 24" O.C.
SECTION VIEW
SIDEWALK
g4c.BARe.w.
S 0 18"
r o.
SECTION VIEW
RAMP TIE—IN AT PAVEMENT
CONCRETE RAMP
COMPACTED
SUBGRADE TO
90% DENSITY
TOOLED GROOVE TO BE
k DEEP
'W
I. DOWEL EXPANSION JOINT WITH REDWOOD BOARD EVERY 40' (MAX.) FOR 4'
SIDEWALK AND EVERY 50' (MAX.) FOR 5' SIDEWALK AND AT ALL RADII POINTS
.W .W (SEE EXPANSION JOINT DETAIL)
NOTE
1. 'W=SIDEWALK 'WIDTH a' MIN. 5' IF SIDEWALK
15 ADJACENT TO CURB, OR GREATER AS
INDICATED ON THE PLANS.
CURB//
Jl/
f/
12" LONG 54 BAR
0 24" O.C.
FORT WORTH
I i nl
t-i-1-�i
1-+-i-I I-i--
I
54 BARS 0 18" O.C.B.W.
PLAN
REINFORCED CONCRETE SIDEWALK
5'
SIDEWALK CROSS SLOPE
2% MAX.
10.1
3/4" CHAMFER
g4 BAR 0 12. O.C.
g4 BAR 0 24- 0.C.
-1 I I'-1 IJJ I
-g4 BARS 0 18- \
0.C.B.W.
COMPACTED -
SUBGRADE TO
4• 90% DENSITY
2- CLEAR TYP.
TAMPED
TOPSOIL
I II_IIY
s1clll-
2" SCH. 40 PVC '-1_I
�. WEEP HOLES 0 3J-r1 -
10'-0" O.C. f...,r„-�L FREE GRAINING
i�1r-
Y"-r AGGREGATE
��� CONTINUOUS LENGTH
c 1 N 1 • L OF RETAINING WALL
1_I
T IH_I
ur 1�
I I -I I— I
I Il_
eL
8-
I
6" MIN.
SECTION VIEW
SIDEWALK ADJACENT TO CURB WITH RETAINING WALL
CITY OF FORT WORTH, TEXAS REVISED: 01-06-2014
SIDEWALK DETAILS
32 13 20-D546
LANDING
00000000000
a. Z_ 00000000000
N m o0000000000
00000000000
00000000000
DETAIL "A"
TYPICAL PLACEMENT OF DETECTABLE FACE OF CURB
WARNING SURFACE ON SLOPING RAMP RUN
DETECTABLE
WARNING SURFACE
DETECTABLE WARNING PAVERS
WITH TRUNCATED DOMES
1" MORTAR BED
_�Ii1=11i�
COMPACTED
SUBGRADE
#4 REBAR AT 18" O.C.
(MAX.) BOTH WAYS
SECTION VIEW
PREFABRICATED DETECTABLE WARNING
PANEL WITH TRUNCATED DOMES
— #4 REBAR AT 18" 0.C.
(MAX.) BOTH WAYS
MINIMUM 5" DEPTH
(EXCLUSIVE OF DETECTABLE
WARNING MATERIAL)
CLASS A CONCRETE (SHALL CONFORM
TO SECTION 03 30 00 OF THE STANDARD
CONSTRUCTION SPECIFICATIONS)
SIDEWALK
RAMP
LANDING
0LL Q Z
O
J
- j
Uw4
w a fr
Etw
a
00000000000
`t z 00000000000
N o0000000000
00000000000
00000000000
RAMP
DETECTABLE
WARNING SURFACE FACE OF CURB
SIDEWALK
DETAIL "B"
TYPICAL PIACEMENT OF DETECTABLE
WARNING SURFACF ON LANDING AT STRFFT FDGE.
NOTES:
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS
OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705 OF THE 2012 TEXAS
ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES, INCLUDING SIDE FLARES_ FURNISH AND INSTALL AN
APPROVED DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT
TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW
WATER TO ACCUMULATE.
3. ALIGN THE ROWS OF TRUNCATED DOMES TO BE PERPENDICULAR TO THE GRADE
BREAK BETWEEN THE RAMP RUN AND THE STREET.
4. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE
DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB
RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST
THE CURB LINE IS AT THE EXTENSION OF THE BACK OF CURB. DETECTABLE
WARNING SURFACES MAY BE CURVED ALONG A CORNER RADIUS.
6. FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF
ASTM C-936. LAY IN A TWO BY TWO UNIT BASKET WAVE PAI ItRN OR AS
DIRECTED BY ENGINEER.
7. LAY FULL-SIZE UNIT FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT
LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS
USING A POWER SAW. DETAILS ARE PROVIDED HEREIN FOR THE PLACEMENT OF
PAVERS. FOR OTHER MATERIALS, REFER TO THE MANUFACTURER'S PRODUCT
MANUAL FOR PROPER INSTALLATION.
8. THE FOLLOWING IS AN APPROVED UST OF CAST -IN -PLACE DETECTABLE WARNING
MATERIALS AND THEIR MANUFACTURERS:
8.1. ARMOR TILE (VITRIFIED POLYMER COMPOSITE) BY ENGINEERED PLASTICS, INC..
WILLIAMSVILLE, NY.
8.2. TACTILE PAVERS (FIRED CLAY PAVERS) BY PINE HALL BRICK; WINSTON-SALEM,
NC.
8.3. DETECTABLE WARNING PAVER (FIRED CLAY PAVERS) BY WESTERN BRICK CO.,
HOUSTON, TX.
9. THE ABOVE LIST OF DETECTABLE WARNING MATERIALS OR THEIR APPROVED EQUAL
SHALL BE USED AS THE DETECTABLE WARNING SURFACE ON CURB RAMPS AS
SHOWN IN THE STANDARD DETAILS.
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
DETECTABLE WARNING SURFACE
32 13 20-D545
LIFTING BOX
PLAN VIEW - FRAME AND COVER
PLAN VIEW - GRADE RINGS
HINGED COVER
PROFILE VIEW - COVER
OPENING
.'RAME WIDTH
PROFILE VIEW - FRAME
CONCRETE COLLAR AS
REQUIRED PER MANHOLE
UD ASSEMBLY DETAILS
COLLAR SHALL EXTEND -A
AT LEAST 3' MIN. ." .
BELOW MANHOLE TOP
OUTSIDE DIAMETER SHALL BE
GREATER THAN OR EQUAL TO
OUTSIDE DIAMEItH OF FRAME
AND LESS THAN OR EQUAL TO
OUTSIDE DIAMETER OF
MANHOLE CONE OR TOP
INSIDE DIAMETER SHALL BE
EQUAL TO INSIDE DIAMETER
OF FRAME
NOTES:
1. PROVIDE HINGED FRAME AND COVER
WHERE INDICATED IN THE DRAWINGS
AND ON DETAILS.
2. UDS SHALL BE INTEGRALLY MARKED
INDICATING 'WATER', SANITARY
SEWER. OR 'STORM DRAIN' AS
DESIGNATED ALONG WITH FORT WORTH
LOGO PER SECTION 33 05 13.
3. ALL HINGED FRAMES AND COVERS
SHALL REQUIRE A WATER -TIGHT
GASKET.
4. FOR WATER AND SANITARY SEWER,
ALL TYPES OF FRAMES SHALL ALLOW
MINIMUM 30-INCH OPENING. UNLESS
OTHERWISE SPECIFIED IN THE
DRAWINGS.
5. FOR STORM DRAIN AU. TYPES OF
FRAMES SHALL ALLOW MINIMUM
24-INCH OPENING PER SECTION 33 05
13. UNLESS OTHERWISE SPECIFIED IN
THE DRAWINGS.
IF LID IS IN PAVEMENT,
ORIENT HINGE TOWARD
ONCOMING TRAFFIC
FRAME
MAX.
COVER
MAXIMUM OF 3
GRADE RINGS
ALLOWED
IN TRAFFIC AREAS GRADE
RINGS SHALL BE CONCRETE,
OTHERWSE HDPE WILL ALSO
BE PERMITTED
MANHOLE OR VAULT
PER DRAWINGS
r RAM-NEK OR
EQUIVALENT (TYP.)
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
WATER -TIGHT HINGED MANHOLE FRAME,
COVER AND GRADE RINGS 33 05 13-D008
%
,
%
EXISTING HMAC
PAVEMENT
� ..... . ..... ... _. . . --
SUBGRADE
ACCEPTABLE BACKFILL
OR AS REOUIRED BY
DRAWINGS PER SECTION
33 OS 10
PLAN VIEW PAV�M�NTDREPAIR
SECTION VIEW
EXISTING HMAC �
PAVEMENT
PAVEMENT REPAIR PER
ASPHALT PAVEMENT
TRENCH REPAIR DETAILS
AS INDICATED IN THE
MAIVYIULt UK VHVLI
PER DRAWINGS
N OTE S:
1. THIS DETAIL TO BE USED ONLY WFiERE
SPECIFIED ON THE ORAWINGS IN
COMBINATION WITH PROPOSED MANHOLE
OR VAUIT IN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHAIL
BE NO LE55 THAN Z" 1HICK, AND SHAIL
NOT EXCEED 12" IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALIOWED.
3. MEASUREMENTS ARE TYPICAL f OR ALL
SIDES OF MANHO�E/VAULT LID
ASSEMB�Y.
����
�ORT WORT CITY OF FORT WORTH, TEXAS REV�SED: 08-31-2012
MANHOLE �ID ASSEMBLY - EXISTtNG HMAC
PAVEMENT (FLAT TOP) 33 Q5 13-D011
APPENDIX
GG4.01 Availabi(ity of Lands: N/A
GC-4.02 Subsurface and Physical Conditions: Under Soil Lab / Test Reports in Buzzsaw
GC-4.04 Underground Facilities: N/A
GC-4.06 Hazardous Environmental Condition at Site: N/A
GC-6.06.D Minority and Women Owned Business Enterprise Compliance: Included
GC-6.07 Wage Rates: Included
GC-6.09 Permits and Utilities: N/A
GC-6.24 Nondiscrimination: "None"
GR-01 60 00 Product Requirements: N/A
SP-01 Special Provisions: Included
CiTY OF FORT WORTH HMAC SURFACE OVERLAY (2014-1)
STANDARD CONSTRUCTION SPECIFTCATiON DOCUMENTS 02236
Revised July 1, 201 1
0
CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project: STREET REHABILITATION (HMAC 2014-1)
Project# 02236
DOE No: 7195
Fund Code: 03
Contractor:
HOLE 1 5 t Ave
' LOCATION: 2600 5TH Ave W/4
3.00" HMAC
2.50" Brown Clay W/Rocks & gravel
15.50" Dark Brown Sandy Clay
' HOLE #$ 2
LOCATION: 2618 5TH Ave C/4
3.00" HMAC
4.00" Brown Cla.y W/ RoCks & gravel
2.00" Dark Brown Sandy Clay w/gravel
7.00" Greyish Black Clay
HOLE #3
LOCATION: 2625 5TH Ave E/4
3.50" HMAC
4.00" Concrete (4233.0 PSI)
8.50" Dark Grey Clay
HOLE #4
LOCATION: 2725 5TH Ave W/4
1.75" HMAC
5.00" Concrete (3786.0 PSI)
9.25" Dark brown Clay
HOLE $$ 5
' LOCATION: 2730 5TH Ave C/4
3.50" HMAC
5.50" Concrete (3947.0 PSI)
7.00" Dark brown Clay
HOLE $# 6
LOCATION: 2745 5TH Ave E/4
3.00" HMAC
5.50" Concrete (3808.0 PSI)
7.50" Dark Brown Clay
HOLE # 1 6t Ave
LOCATION: 2600 6th Ave W/4
1.00" HMAC
6.00" Concrete (4159.0 PSI)
9.00" Dark Brown Clay
HOLE # 2
LOCATION: 2619 6th Ave C/4
3.00" HMAC
4.50" Concrete (3885.0 PSI)
8.50" Sandy Greyish Brown Clay
HOLE $$ 3
LOCATION: 2701 6th Ave E/4
3.50" HMAC
5.00" Concrete (3876.0 PSI)
7.50" Greyish Brown Clay
HOLE # 4
LOCATION: 2720 6th Ave W/4
2.50" HMAC
4.50" Concrete (4248.0 PSI)
9.00" greyish Brown Clay
HOLE # 5
LOCATION: 2736 6th Ave C/4
4.00" HMAC
4.50" Concrete (broken, Concrete sample was split in half)
7.50" greyish Brown Clay
HOLE # 6
LOCATION: 2749 6th Ave E/4
1.50" HMAC
5.50" Concrete (4337.0 PSI)
9.00" Brown Clay
HOLE # 1 Avondale A�cre
LOCATION: 3300 Avondale Ave S/4
2.50" HMAC
5.00" Concrete (5745.0 PSI)
8.50" Dark Brown Sandy Clay
HOLE #$ 2
LOCATION: 3308 Avondale Ave N/4
4.50" HMAC
5.50" Concrete (5160.0 PSI)
6.00" Light Brown Sandy Clay
HOLE # 3
LOCATION: 3115 Avondale Ave S/4
3.50" HMAC
5.50" Concrete (5451.0 PSI)
7.00" Lt Brown Sandy Clay
HOLE # 1 Encanto Dr
LOCATION: 3729 Encanto Dr W/4
2.50" HMAC
13.50" Reddish Brown Sandy Clay W/gravel
HOLE # 2
' LOCATION: 3695 Encanto Dr w/4
3.00" HMAC
13.00" Reddish Brown Sandy Clay W/gravel
HOLE # 3
LOCATION: 3688 Encanto Dr N/4
3.25" HMAC
12.75" Lt Brown sandy clay w/gravel
HOLE # 4
LOCATION: 3655 Encanto Dr S/4
3.00" HMAC
5.00" 2:27 (1014.0 PSI)
8.00" Lt Brown Clay w/gravel
HOLE # �- Frazier Ave
` LOCATION: 20'S of W Roberts W/4
3.00" HMAC
13.00" Brown Sandy Clay w/rocks and stone
: HOLE # 2
' LOCATION: 2617 Frazier Ave
10.00" HMAC
6.00" Lt Brown Clay
HOLE # 3
LOCATION: 2636 Frazier Ave E/4
3.00" HMAC
8.00" Reddish Brown Clay W/rocks
8.00" Lt Brown Clay
HOLE # 4
LOCATION: 2716 Frazier Ave W/4
4.00" HMAC
9.00" Brown Clay W/rocks
3.00" Dark Brown Clay
HOLE #5
" LOCATION: 2737 Frazier Ave E/4
4.00" HMAC
12.00" Lt Brown Sandy Clay w/rocks
HOLE # 1 Leith Ave
LOCATION: 2704 Leith Ave N/4
7.00" HMAC
9.00" Lt Brown Sandy Clay
HOLE # 2
` LOCATION: 2813 Leith Ave S/4
5.00" HMAC
11.00" Lt Brown Sand Clay W/grave
HOLE # 1 Ryan Ave
LOCATION: 2804 Ryan Ave W/4
4.75" HMAC
4.50" Concrete (4248.0 PSI)
9.00" greyish Brown Clay
HOLE #$ 2
LOCATION: 2824 Ryan Ave C/4
5.00" HMAC
6.00" Concrete (4887.0 PSI)
5.00" Dark Brown Clay
HOLE # 3
LOCATION: 2845 Ryan Ave E/4
4.50" HMAC
7.00" Concrete (5400.0 PSI)
5.50" Brown Clay
HOLE # 4
LOCATION: 2908 Ryan Ave W/4
4.00" HMAC
6.00" Concrete (5166.0 PSI)
6.00" Dark Brown Clay
HOLE # 5
LOCATION: 2924 Ryan Ave C/4
4.50" HMAC
6.00" Concrete (5229.0 PSI)
5.50" Brown Clay
HOLE $# 6
LOCATTON: 2945 Ryan Ave E/4
4.25" HMAC
6.25" Concrete (5256.0 PSI)
5.50" Brown Clay w/rocks
HOLE # 7
LOCATION: 3012 Ryan Ave W/4
4.00" HMAC
6.00" Concrete (4669.0 PSI)
6:00" greyish Brown Clay
HOLE # 8
LOCATION: 3029 Ryan Ave E/4
4.00" HMAC
6.00" Concrete (5058.0 PSI)
6.00" Lt Brown Sandy C1ay
HOLE # 1 Ryan Pl
LOCATION: 2600 Ryan Pl W/4
4.00" HMAC
5.00" Concrete (3460.0 PSI)
7.00" Lt Brown Sandy Clay
'. HOLE $$ 2
LOCATION: 2625 Ryan Pl C/4
3.00" HMAC
4.50" Concrete (BROKEN INTO PIECES)
2.00" Brown Clay
6.50" Dark Brown Clay
HOLE # 3
LOCATION: 2721 Ryan Pl E/4
3.00" HMAC
7.00" Concrete (3781.0 PSI)
6.00" Dark Brown Clay
HOLE $# 4
LOCATION: 2749 Ryan Pl W/4
3.00" HMAC
6.00" Concrete (3986.0 PSI)
7.00" greyish Brown Clay
HOLE $# 1 South Dr W
LOCATION: 4608 South Dr W S/4
7.50" HMAC
8.50" Lt Brown Sandy Clay W/gravel
i' HOLE # 2
LOCATION: 4624 South Dr W S/4
8.25" HMAC
7.75" Lt Brown Sandy Clay W/gravel
HOLE # 3
LOCATION: 4701 South Dr W S/4
8.00" HMAC
8.00" Lt Brown Sandy Clay w/gravel
HOLE # 4
' LOCATION: 4716 South Dr W W/4
9.00" HMAC
7.00" Lt Brown Sandy Clay w/gravel
` HOLE $$ 5
LOCATION: 4732 South Dr W S/4
8 . 0 0 " HMAC
8.00" Lt Brown Sandy Clay w/gravel
HOLE $#1 Stadium Dr
' LOCATION: 2440 Stadium Dr E/4
3.00" HMAC
6.00" Concrete (Broken into pieces)
7.00" Lt Brown Clay
HOLE ## 2
LOCATION: 2425 Stadium Dr C/4
5.00" HMAC
5.00" Concrete (4434.0 PSI)
6.00" Brown Clay
HOLE $$ 3
LOCATION: 20'S of Boyd Ave W/4
4.00" HMAC
6.00" Concrete (4224.0 PSI)
6.00" Lt Brown Clay
HOLE $$ 4
LOCATION: 2320 Stadium Dr W/4
4 . 0 0 " HMAC
10.00" Concrete (3568.0 PSI)
2.00" Brown Clay
HOLE $# 1 W Lowden St
LOCATION: 80'E of Ryan Ave S/4
9.00" HMAC
7.00" Dark Brown Sandy Clay
HOLE $# 2
LOCATION: 250'E Of Willing Ave N/4
2.00" HMAC
5.00" Concrete (1809.0 PSI)
9.00" lt Brown Sandy Clay w/gravel
HOLE $$ 3
LOCATION: 30'W of 5th Ave S/4
7.00" HMAC
9.00" Dark Brown Sandy Clay W/gravel
HOLE $$ 1 Walton Ave
LOCATION: 3813 Walton Ave S/4
2.00" HMAC
4.25" 2:27 (1448.0 PSI)
9.75" Lt Brown Clay W/gravel
HOLE #$ 2
LOCATION: 3529 Walton Ave C/4
10.00" HMAC
6.00" Lt Brown Sandy Clay w/gravel
HOLE # 3
LOCATION: 3440 Walton Ave S/4
9.50" HMAC
6.50" Lt Brown Sandy Clay W/gravel
HOLE # 4
LOCATION: 3400 Walton Ave S/4
5.00" HMAC
11.00" Lt Brown Sandy Clay w/gravel S/4
HOLE # 1
LOCATION: 5208 Wolens Way NE/4
8 . 0 0 " HMAC
8.00" Lt Brown Clay
�
HOLE # 2
LOCATION: 5308 Wolens Way SW/4
8.50" HMAC
7.50" Lt Brown Sandy Clay
HOLE # 1 Worrell Dr
LOCATION: 6045 Worrell Dr SE/4
2.00" HMAC
6.00" 2:27 (1346.0 PSI)
8.00" Lt Brown Sandy Clay w/gravel
HOLE # 2
LOCATION: 6004 Worrell Dr W/4
2.00" HMAC
6.00" 2:27 (724.0 PSI)
6.00" Lt Brown Sandy Clay w/gravel
2.00" Dark Brown Clay
Approval:
Ryan Jeri
' Routing:
Date Tested: 1/9/14
Requested by: Kristian Sugrim
Tested by: Soil Lab
Superintendent
File
ATTACHMENT 1A
Page 1 of 4
FORT WORTH City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
ACV�NCEe pAV IN G
PROJECT NAME: M/W/DBE NON-M//WDBE
BID DATE
N/hflC Su�fACF OdE��Ay �2a/�- /) 2- 2?. l�
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
%% % �!� % 62 � 3 G
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non-responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Parker and Wise counties.
Identify each Tier IeveL Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1S` tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks
from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement
Rev. 5/30/12
r, FORT WORTH
�
ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers $ 3�7� 98Z .�g
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ �/D 73G. 3�
i
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 92 8� 7/B , SZ
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval 01
Change%4ddition form. Any unjustified change or deletion shall be a material breach of contract and may
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
�
j � - -_
, ,�'Ly��
Aut orized Signature
l�it,�i4��✓T
Title
AO✓ANGEO PA✓�N(o
Company Name
2257 To� Fi6c-o 20.
Address
ARu.�s, zk ?sL 2 9
City/State/Zip
�I
SAM GA2,�-?
Printed Signature
�2l C— fiA/O Eltd�o �✓
Contact Name/Title (if different)
`J?2-2�3"-m000
Telephone and/or Fax
EfiNDE�3o�✓` /%G✓Ai✓G�%AV/�✓GCn,CoM
E-mail Address
3-5-/�
Date
Rev. 5/30/12
FORTWORTH ATTACHMENT 1A
Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T n Detail Detail
Company Name i Subcontracting Supplies Dollar Amount
Address e M W S M Work Purchased
TelephonelFax r B B B B
E E E E
LEGNq/t Con/ST�[ucTio�/ ���/ M/tcF�cANFoKs � 3i7 982. �8
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8/7- 237• of�GG
8��-87�•ZZ�.s
TLl� CnNTZA �T�� c � AsoH�c.T � f2 s�z2 .�°
p.o. �oX zy�s�
Foti�' Gvoa?N, Tx ,G/2 �
/�a S 7�toL � ,/ R��HAcT M�cc„✓G �.37 898, 9`�
Zsd/ Nwy ���
Fea,�' k/o�-?H, TX 7! / �%
8i�• y3o • 39s�
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�jgcc•rs� Tx 7 ,�t � �
9�2• G'f7• G �oo
Rev. 5/30/12
�ORTWORTHo
INTER-OFFICE CORRESPONDENCE
March 7, 2014
TO: Gail Scott, N1WBE Coordinator
FROM: Kristian Sugrim, TPW Infrastructure
RE: MBE Utilization Form
On Wednesday, March 5, 2014, at about 10:30 A.M. we received the MBE
Subcontractors/Suppliers Utilization Form from Advanced Paving Acquisition, Ltd.
Unfortunately, since no staff was available, the submitted utilization form was not
stamped and time dated. Therefore, a receipt was not provided to Advanced Paving
validating that we received the form within the five business days after bid opening.
However, I can vouch for this because I was informed, by Advanced Paving, that the
forms were provided to us on March 5"'. Advanced Paving was the apparent low bidder
for our HMAC 2014-1 Street Rehabilitation Contract, which opened on Thursday,
February 27, 2014.
We appreciate your consideration by accepting this as a responsive bidder.
i.�-�� .�.' �
Kristian Sugrim �
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
THG CITY OF FORT WORTH * IOOO THROCKMORTON STREGT * FORT WORTH, Tcxns 76102
817-392-7913 * FnY 817-392-8092
�'�, Prin[ed on recycled paper
Page 1 of 1
il
Crane, Brandy
�, From: Beck Seale bseale advanced avin co.com
Y � @ P 9 l
,-, Sent: Wednesday, March 05, 2014 3:34 PM
To: Crane, Brandy
Cc: eanderson@advancedpavingco.com; Becky Seale
Subject: City of FTW - 2014-1 - MWBE Paperwork
I � Hi Brandy,
Eric Anderson dropped off the MWBE Paperwork earlier today and just wanted to make sure you had
received it. There wasn't anyone up front when he went in.
Let us know.
Thanks!
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tr
225? l�oe �ieed ,�d.
Da�ad, %i 7522 i
�!?2-245-0000 (d�ieel
972-24?-2011 l�ax)
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3/10/2014
I.L
HEAV`Y & �iIGHWA'Y CONSTitUCTION
PREVA,rLING WAGE RATES 2008
Air Tool O erator
. As halt Distributor O erator
As halt Paving Machine O erator
As halt Raker
As halt Shoveler
Batchin Plant Wei her
Braom or Sweeper Operator
Concrete Finisher, Paving
Concrete rinisher, Shuctures
Concrete Paving Curbing Machine Operat�r
ConcreCe Paving Finishing Machine Operator
Concrete Paving Joint Sealer Operaior
Concrete pavin� Saw Operator
Concrete Paving Spreader O ��erator
Concrete Rubber
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel
Electrician
Flagger
Form Buiider/Setter, Structures
Form Setter, Paving & Curb
�oundatian Drill Operator, Crawler Mounted
Foandation Drill Operator, Truck Mounted
Pront End I,oader Operator
Laborer, Common
Laborer, Ukility
Mechanic
Milling Machine Operator, Fine Grade
Mixer Operator
Motor Grader O�zrator, rine Grade
Motor Grader Operator, Rough
Oiler
Painter, Structures
Pavement Marking Machine Operator
'F'ipelayer ^
Reinforcing Steel Setter, Paving
Reinforcing Steel Setter, Structure •
Roller Operator, Pneumatic, Self-Propetled
Roller Operator, Steel Wheel, Flai Wheei/Tamping
Roller Operator, Steel Wheel, Pla�it Mix Pavement
Scraper Opei•ator
Servicer
Slip rorm Machine Operator _
Spreader Box Operator
Tractor Operator, Crawter Type
Tractor Operator, Pneumatic __
Traveling Mixer Operator
Truck Driver, Lowboy-�loat
Track Driver, Singie Axle, Heavy
Truck Driver, Single Axle, Light
Truek Driver, Tandem Axle, Semi-Trailer
Truck briver, Transit-Mix
Wagon Drill, Boring Machine, Post Hole Driller Oper
Welder
Work Zone Barricada Servicer
$ I 0.06
$13.99
$12.78
$11,01
� a.8a
$14.15
$ 9,88
$13,22
$12.80
$12.85
$13,27
$12.00
$13.63
$12,50
$13.56
$14.50
$ l 0.61
$14.12
$18.12
$ 8.43
$1 l .63
$11,83
$13,b7
$16.30
$12,62
$ 9.18
$10,65
$ I 6.97
$11.83
$11,58
$15.20
$1�1.50
$14, 93
$13.17
$10.04
$t 1.04
$ l 4.86
$16.29
$11.07
$10.92
$11.28
�i i.aa
$12,32
$12.33
$ l 0.92
$12,6Q
$12.9]
$12.03
$14.93
$11.47
$10,9J
$11.75
$12.08
$14.00
$13.57
$IQ.09
2008 PREVAILING WAGE RAT�S
CONSTRUCTION INQUSTRY
Yage 1 of 3
Item No. 13:
ROADBOND EN 1 SOIL STABILTZER
Description. Mix and compact Roadbond EN 1 add-mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway.
Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
strength and stiffness. When applied as an add-mixture with cement, it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
significantly reduce the amount of reflective and block cracking that is commonly associated with
cement treated material.
Hydraulic Cement. Type I, IP, or II cement that meets the requirements of DMS-4600,
"HydraulicCement," at an appiication rate of 1.5%.
Water. Furnish water free of industrial waste and other objectionable material.
Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal)
content that will produce a stabilized mixture that meets the strength requirement shown on the plans.
The Engineer will determine the compressive strength of the proposed materials in accordance with
Tex-120-E, Part I. The mix will not include more than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
info(cr�roadbondsoil.com.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of
concentrated product with the water truck. Appiy Roadbond EN 1/cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same working day. Do not
start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at
least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from
artificial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Dry Placing.� Before applying cement, sprinkle the prepared roadway with diluted add-mixture
(Roadbond EN 1 or approved equal) until the desired quantity of diluted add-mixture (Roadbond EN
1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to
sprinlcle the treated area with water until optimum moisture content is attained. Distribute the
HMAC SURFACE OVERLAY (20I4-1)
02236
Page 2 of 3
required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering of
cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause
blowing cement to become dangerous to traffic or objectionable to adjacent property owners.
Slurry Placing. Sprinkle the prepared roadway with diluted add-mixture (Roadbond EN 1 or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add-mixture (Roadbond EN 1 or approved equal) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account for the moisture placed on the roadway with the add-mixture
Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce slurry
free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add-mixture (Roadbond EN 1 or approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurry uniformly by making successive
passes over a measured section of the roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the material, add-mixture (Roadbond EN 1 or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
materials during the mixing operation, as directed, to maintain optimum mixing moisture. Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non-slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the
plans or approved by the engineer, the pulverization requirement may be waived when the material
contains a substantial amount of aggregate.
Compaction. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans. Complete compaction within 2 hours after the application of the add-mixture
Roadbond EN 1 or approved equal/cement.
Sprinkle the treated material in accordance with Item 204, "Sprinlcling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-120-E, Part II. Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex-103-E. Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit. On super-elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct
irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and re-compacting.
HMAC SURFACE OVERLAY (2014-1)
02236
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods.
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specified density and the failing test is no more than 3 Ib. per cubic foot below the specified density.
Finishing. Immediately after completing compaction, clip, skin, or tight-blade the surface of the add-
mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved
location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is
attained. Add small increments of water as needed during rolling. Shape and maintain the course and
surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In
areas where surfacing is to be placed, trim grade deviations greater than 1/4 in, in cross section and
1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess
material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as
directed. Do not surface patch.
Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points
below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons
per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed.
Do not allow equipment on the finished course except as required to complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section to
traffic, unless otherwise shown on the plans or directed
Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price
bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer
products, iinishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item.
HMAC SURFACE OVERLAY (2014-1)
02236
SPECIAL PROVISIONS
Page 1 of 2
32 13 20 — Concrete Driveways: Contractor shall backfill around the driveway within five (5)
working days from pouring the driveway; if the contractor fails to complete the backfill within five
(5) working days, a$100 dollars liquidated damage will be assessed per block per day.
32 13 20 — Sidewalks: Contractor shall backfill around the sidewalk within five (5) working days
from pouring the sidewalk; if the contractor fails to complete the backfill within five (5) working
days, a$100 dollars liquidated damage will be assessed per block per day.
32 13 20 — Ramps: Contractor shall backfill the wheelchair ramp within five (5) working days
from pouring the ramp; if the contractor fails to complete the backfill within five (5) working days, a
$100 dollars liquidated damage will be assessed per block per day.
32 16 13 — Concrete Curb and Gutters: Contractor shall backfill behind the curb within five (5)
working days from the day of completing the curb and gutter, if the contractor fails to complete the
backfill within five (5) working days, a$100 dollars liquidated damage will be assessed per block per
day.
32 16 13 - Concrete Valley Gutters: Work_shall be completed on each half within five (5) working
days; if the contractor fails to complete the worlc on each half within five (5) working days, a$100
dollars liquidated damage will be assessed per each half of the valley gutter per day.
02 41 15 - Pulverization: Shall be completed within 10 worlcing days from the day of completing
"flat-work" on any street; if the contractor fails to complete the pulverization within the 10 days, a
$100 dollars liquidated damage will be assessed per block per day.
02 41 15 - Wedge Milling / Surface Milling: Shall be completed within 10 working days from the
day of completing "flat-worlc" on any street; if the conh•actor fails to complete the Wedge Milling /
Surface Milling within the 10 days, a$100 dollars liquidated damage will be assessed per block per
day.
02 41 I S— Speed Cushions: Shall be completed within 10 worlcing days from the day of completing
the asphalt overlay on any street; if the contractor fails to install the speed cushions within the 10
days, a$100 dollars liquidated damage will be assessed per each per day.
33 OS 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures; Contractor shall
complete the adjustments within five (5) working days from the day of completing the asphalt
overlay on any street and the street shall be open to traffic within 10 working days; if the contractor
HMAC SURFACE OVERLAY (2014-1)
02236
Page 2 of 2
fails to install the speed cushions within the 10 days, a$100 dollars liquidated damage will be
, assessed per each appurtenance per day.
32 17 25 — Painting Curb Addresses: : Painting shall be completed within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the work
within the 10 days, a$100 dollars liquidated damage will be assessed per block per day.
32 92 13 — Block Sod: Contractor shall complete the replacement within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding
within the 10 days, a$100 dollars liquidated damage will be assessed per block per day.
32 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. The contractor
shall complete micro-cracking, priming and overlaying of the modified street within five (5) working
days from modification. Failure to complete this work within the specified time, $100 liquidated
damage will be assesses per day per block.
HMAC SURFACE OVERLAY (2014-1)
02236
Project Name
5TH AVE
6TH AVE
AVONDALE AVE
ENCANTO DR
FRAZIER AVE
LEITH AVE
�RYAN AVE
RYAN PLACE DR
SOUTH DR W
STADIUM DR
W LOWDEN ST
WALTON AVE
WOLENS WAY
WORRELL DR
STREET REHABILITATION HMAC 2014-1
Bik Limits Street Limits Procedure
2600 - 2799 W ROBERT ST - W CANTEY ST FMOL
2600 - 2999 W ROBERT ST - W BOWIE ST FMOL
3100 - 3399 ROGERS AVE - W CUL-DE-SAC FMOL
3600 - 3799 TRAIL LAKE DR - ARUNDEL AVE POL
2600 - 2799 W ROBERT ST - W CANTEY ST PO�
2700 - 2999 LUBBOCK AVE - COCKREL� AVE POL
2800 - 3099 W CANTEY ST - W BERRY ST FMOL
2600 - 2799 W ROBERT ST - W CANTEY ST FMOL
4600 - 4799 WESTHAVEN DR - WENTWORTH 5T FMO�
2300 - 2499 W CUL-DE-SAC - PARK HIL� DR FMOL
1400 - 1599 6TH AVE - RYAN AVE POL
3200 - 3839 WESTCREEK DR - WOODWAY DR POI.
5200 - 5399 TRAII LAKE DR - GRANBURY RD POL
6000 - 6099 MINOT AVE - WORMAR AVE POL
Qty/LM CD Map
0.46 9 76V
1.03 9 76V
0.39 9 76S
1.21 3 89G
0.5 9 76U
0.41 9 90P
0.81 9 76Y
0.55 9 76V
1.45 6 89P
0.47 9 76S
' 0.29 9 76Z
2.25 6 90S
0.43 6 89W
0.44 6 89Y
10.69
STREET REHABILITATION HMAC 2014-1
.
.
TPW PROJECT NO: C293-541200-209620223683
STREET BY STREET QUANTITY DETERMINATION SPREADSHEET
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ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY 4TY QTY QTY QTY G2TY
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0 Lump sum
3 LF Remove & Replace Existing Concrete Curb and Gutter 1,500 3,500 550 2,950 2,050 550 3,250 1,700 1,025 225 1200 18,500
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Replace 6-Inch Concrete Driveway 2,200 1,980 770 1,620 3,740 1,080 2,420 1,980 425 550 550 17,315
6 SF Remove & Replace 6-inch Exposed Aggregate Driveway 0 0 0 0 0 0 0 0 0 0 0 0
7 SF Instali New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & F2eplace 4-Inch Concrete Sidewalk 600 1,400 0 20 600 0 1,600 120 0 300 0 4,640
9 SF Remove & Replace 4-Inch Exposed Aggregate Sidewalk Walk 0 0 0 0 0 0 0 0 0 0 0 0
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
11 EA Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA 0 0 0 0 0 0 0 0 0 0 0
Ramp (w/ detectable warning dome-tile surface) �
12 EA �nstall New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 0 0 0 0 0 0 0 0 0 0 0
dome-tile surface) �
13 SY Remove & Re lace Existing Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
15 LF 6" Perforated Pi e Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Replace 5-Ft. Storm Drain Inlet-To 0 0 0 0 0 0 0 0 0 0 0 0
17 EA Remove & Re lace 10-Ft. Storm Drain Inlet-Top 0 1 0 0 0 0 0 0 0 0 0 1
18 SY 8-Inch Pavement Pulverization 0 6,789 0 8,245 3,360 2,880 5,565 0 0 0 2126 28,965
19 TN 13 Ib/sy Cement Modification 0 44 0 54 22 19 36 0 0 0 14 188
20 GA Roadbond EN 1 0 53 0 64 26 23 43 0 0 0 17 226
21 CY Unclassified Street Excavation 0 0 0 450 0 0 0 0 0 0 0 450
22 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
23 CY Asphalt Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 0
24 TN HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY Wedge Millin , 2-Inch to 0-inch Depth 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
26 EA Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
27 SY 2-Inch HMAC Surface Milling 3,033 0 3,234 0 0 0 0 3,850 11,026 633 0 21,776
28 GA Crack Sealing of Existing HMAC Pavement 34 0 30 0 0 0 0 30 10 7 0 111
29 SY 2-Inch Surface Course Type "D" Mix 3,033 6,789 3,234 8,245 3,360 2,880 5,565 3,850 11,026 633 2126 50,741
30 EA Remove & Replace 30-Ft. Speed Cushion w/ Striping 1 1 0 0 0 0 0 1 0 0 0 3
31 EA Remove & Replace 40-Ft. Speed Cushion w/ Stripin 0 0 0 0 0 0 0 0 0 0 0 0
32 LF 4" Solid White Thermoplastic Hot Applied Spray (HAS Lane Lines 0 0 0 0 150 0 100 0 3,340 0 0 3,590
33 LF 4" Solid Yellow Thermoplastic Hot A lied S ray (HAS) Centerline 0 0 0 0 0 0 0 0 1,670 0 0 1,670
34 LF AWG Traffic �oop Detector Cable 0 0 0 0 0 0 0 0 300 0 0 300
35 EA Water Valve Box Ad'ustment With Steel Riser 2 0 0 0 0 0 0 3 4 2 0 11
36 EA Water Valve Box Adjustment with Concrete Collar 0 8 0 5 1 0 3 0 0 0 7 24
37 EA Water Meter Box Ad'ustment 0 0 0 0 4 0 0 0 0 0 0 4
38 EA Manhole Adjustment With Steel Riser 0 0 2 0 0 0 0 1 4 1 0 8
39 EA Manhole Adjustment With Concrete Collar 0 0 0 4 1 0 2 0 0 0 2 9
40 EA Paintin House Addresses 2 0 7 12 34 6 22 18 8 5 6 120
41 SY Grass Sod Replacement 60 2 25 159 180 60 150 100 80 20 96 932
42 SF Retainin Wall 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the 3rd.
Monthly Pickup of Bulky Items 3rd. Monday of 3rd. Monday of 3rd. Monday of 4th. Monday of 3rd. Monday of 3rd. Monday of 3rd. Monday of 3rd. Monday of 3rd. Monday of 3rd. Monday of Monday of the
the month the month the month the month the month the month the month the month the month the month month
Garbage, Recycling, Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Friday Wednesday Wednesday
STREET REHABILITATION HMAC 2014-1
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ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0 0
3 LF Remove & Replace Existing Concrete Curb and Gutter 2,980 585 1,050 0 0 0 0 0 0 0 0 4,615
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Replace Existing 6-Inch Concrete Drivewa 4,356 720 1,152 0 0 0 0 0 0 0 0 6,228
6 SF Remove & Replace 6-Inch Ex osed Aggregate Driveway 0 0 0 0 0 0 0 0 0 0 0 0
7 SF Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Replace 4-Inch Concrete Sidewalk 2,000 0 120 0 0 0 0 0 0 0 0 2,120
9 SF Remove & Re lace 4-Inch Ex osed Aggregate Sidewalk Waik 0 0 0 0 0 0 0 0 0 0 0 0
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
11 EA Remove & Replace Existing Wheelchair Ramp and Install ADA 4-Inch 0 0 0 0 0 0 0 0 0 0 0 0
Ramp (w/ detectable warning dome-tile surface)
12 EA �nstall New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 0 0 0 0 0 0 0 0 0 0 0 0
dome-tile surface)
13 SY Remove & Replace Existing Concrete Valley Gutter 67 0 0 0 0 0 0 0 0 0 0 67
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
15 EA Remove & Re lace 5-Ft. Storm Drain Inlet-Top 3 0 0 0 0 0 0 0 0 0 0 3
16 EA Remove & Re lace 10-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 0 0 0 0 0
17 LF 6-Inches Perforated Pi e- Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch HMAC Pavement Pulverization 15,752 2,716 3,000 0 0 0 0 0 0 0 0 21,468
19 TON 13 Ib/sy Cement Modification 102 18 20 0 0 0 0 0 0 0 0 140
20 GA Roadbond EN 1 123 21 23 0 0 0 0 0 0 0 0 168
21 CY Unclassified Street Excavation 0 0 0 0 0 0 0 0 0 0 0 0
22 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
23 CY HMAC Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 0
24 TON HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY Wedge Milling, 2-Inch to 0-Inch De th, 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
26 LF Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
27 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 0 0
28 GAL Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 0 0 0 0 0 0 0
29 SY 2-Inch Surface Course Ty e"D" Mix 15,752 2,716 3,000 0 0 0 0 0 0 0 0 21,468
30 EA Remove & Re lace 30-Ft. S eed Cushion w/ Stri ing 0 0 0 0 0 0 0 0 0 0 0 0
31 EA Remove & Re lace 40-Ft. S eed Cushion w/ Stri ing 0 0 0 0 0 0 0 0 0 0 0 0
32 LF 4" Solid White Thermoplastic Hot A plied S ra HAS) Lane Lines 450 0 0 0 0 0 0 0 0 0 0 450
33 LF 4" Solid Yellow Thermo lastic Hot Applied S ray (HAS) Centerline s 0 0 0 0 0 0 0 0 0 0 0 0
34 LF AWG Traffic Loop Detector Cable 0 0 0 0 0 0 0 0 0 0 0 0
35 EA Water Valve Box Adjustment with Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
36 EA Water Valve Box Ad'ustment with Concrete Collar 10 2 2 0 0 0 0 0 0 0 0 14
37 EA Water Meter Box Ad'ustment 1 0 0 0 0 0 0 0 0 0 0 1
38 EA Manhole Ad'ustment with Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
39 EA Manhole Adjustment with Concrete Collar 15 2 2 0 0 0 0 0 0 0 0 19
40 EA Painting House Addresses 25 5 9 0 0 0 0 0 0 0 0 39
41 SY Grass Sod Replacement 150 55 50 0 0 0 0 0 0 0 0 255
42 LS Re-Mobilization 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the
Monthly Pickup of Bulky Items 3rd. Monday of 3rd. Monday of 3rd. Monday of
the month the month the month
Garbage, Recycling, Yard Trimmings & Brush Weekly Pickup Days Friday Friday Friday
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