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PROJECT MANUAL
FOR
THE CONSTRUCTION OF
..__...�.
HMAC SURFACE OVERLAY (2012-16)
At Various Locations
City Project No. 01926
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
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M&C Review
Page 1 of 2
Official site of the City of Fort Worth, Texas
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CITY COUNCIL AGENDA FoR.� i�
COUNCIL ACTION: Approved on 7/17/2012
DATE: 7/17/2012 REFERENCE NO.: **C-25725 LOG NAME:
CODE: C TYPE: CONSENT PUBLIC
HEARING:
20HMAC SURFACE
OVERLAY 2012-16
NO
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of
$966,118.25 for Hot Mix Asphaltic Concrete Surface Overlay at Various Locations
(COUNCIL DISTRICTS 8 and 9)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with JLB Contracting,
LLC, in the amount of $966,118.25 for 120 calendar days for Hot Mix Asphaltic Concrete Surface
Overlay 2012-16 at various Iocations as listed on the attachments provided.
DISCUSSION:
This project is a part of the Contract Major Maintenance Program which provides for the rehabilitation
of deteriorated asphalt streets. Various pavement repair techniques are utilized depending upon the
level of pavement deterioration. This Contract will provide for asphalt overlay of multiple street
segments. Funding for this contract is included in the Contract Street Maintenance Fund.
The project was advertised for bid in the Fort Worth Star-Telegram on May 3, 2012 and May 10,
2012. On May 31, 2012 the following bids were received:
Bidder
JLB Contracting, LLC
Peachtree Construction,
Ltd
Amount
$966,118.25
$1,068,892.50
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.
JLB Contracting, LLC, is in compliance with the City's M/WBE Ordinance by committing to 16 percent
M/WBE participation. The City's goal on this project is 13 percent.
These projects are located in COUNCIL DISTRICTS 8 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Contract Street Maintenance Fund.
TO Fund/Account/Centers
Submitted for City Manas�er's Office b rL�.
FROM Fund/Account/Centers
C293 541200 209620192683 $966,118.25
http://apps.cfwnet.org/council_packet/mc review.asp?ID=17082&councildate=7/17/2012
7/20/2012
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M&C Review
Originating Department Head:
Additional Information Contact:
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Kristian Sugrim (8902)
ATTACHMENTS
20HMAC 2012-16 MAP PAGE 1.pdf
20HMAC 2012-16 MAP PAGE 2.pdf
20HMAC 2012-16 MAP PAGE 3.qdf
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=17082&councildate=7/17/2012
Page 2 of 2
7/20/2012
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PROJECT MANUAL
FOR
THE CONSTRUCTION OF
HMAC SURFACE OVERLAY (2012-16)
At Various Locations
City Project No. 01926
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
2012
00 00 00 - 1
TABLE OF CONTEN'I'S
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SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 OS 10 Mayor and Cotulcil Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Afiidavit
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 Prequalifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 39 Minority and Women Business Enterprise 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 Supplementaiy Conditions
Division Ol - General Requirements
O1 11 00 Suminaiy of Work
ni �c nn c„t,��;�„�:,,,, p,•,,,.oa,,,.o�
O1 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Consh•uction Prog�•ess Schedule
O1 32 33 Preconstruction Video
n�-�Jvo C„vcrvnii'c�cc�ii��
9-1-3�--n c„o,.;,,� p,.,,:o,.� o,.,,,.oa,,,.o�
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O1 45 23 Testing and Inspection Seivices
Ol 50 00 Temporaiy Facilities and Controls
O1 55 26 Street Use Permit and Modifications to Traffic Control
nv��—i-� $��'�� ~ei-i-viiii�ie;iTFe�G�irt-fe"rr�rimr
O1 58 13 Temporaiy Project Signage
�i �n nn v,.�a,,,.� t�o,,,,;..ori,o„��
�r66 nn v,.,,a,,,.� c�,,.,,,no ,,,,a u,,,,ai;�n A�,,,,;..,,,,,,,,,,�
ni �n nn r�r„ti:t;.,,,,;,,., ,,.,a no„-,,,t,:t;.,,,,:�.,
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O1 71 23 Construction Staking
Ol 74 23 Cleaning
O1 77 19 Closeout Requirements
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised November 9, 2011
000000-2
TABLE OP CONTENTS
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Ol 78 39 Project Record Documents
Technical Speci�cations which have been moclitied by the Engineei• speciiically foi• this
Project ; hard copies are iY�cluded in the P�•oject's Contract Documents
Division 02 - Existing Conditions
02 41 15 Paviug Removal
Division 31 - Earthwork
31 23 16 U�lclassified Excavation
Division 32 - Exterior Improvements
32 11 23 Flexible Base Courses
32 11 33 Cement Tceated Base Courses
32 12 16 Asphalt Paving
32 12 73 Asphalt Paving Cracl< Sealants
32 13 20 Concrete Sidewall<s, Driveways and Barcier Free Ramps
32 16 13 Concrete Ctu�b and Gutteis and Valley Gutte�s
32 91 19 Topsoil Placement and Finishing of Parl<ways
32 92 13 Hydro-Mulching, Seeding, and Sodding
Division 33 - Utilities
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Othei• Struch�res to Grade
Division 34 - Ti•ansportation
34 71 13 Tcaffic Control
Technical Speci�cations listed below are included for this Project by reference and can be
viewed/downtoaded from the City's Buzzsaw site at:
htus://projectpoi�lt.buzzsaw,com/clie�lt/fortworth�ov/Resources/02%20-
%20Const�liction%20Documents/Specifications
Appendix
GC-4,01
GC-4.02
GC-4.04
GC-4.06
GC-6.06.D
GC-6.07
GC-6.09
GC-6.24
GR-01 60 00
SP-O 1
Availability of Lands
Subsurface and Physical Conditions
Underground Facilities
Hazardous Environmental Condition at Site
Minority and Women Owned Business Entecprise Compliance
Wage Rates
Permits and Utilities
Nondiscrimination
Product Requirements
Special Provisions
46 END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCT(ON SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
00 OS 10 - I
MAYOR AND COUNCIL COMMUNICA"1'ION (M&C)
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SECTION 00 OS 10
MAYOR AND COUNCIL COMMUNICATION (M&C)
[Assenzbler: For Coi��tr�act Document execi�tion, remove this page and �°eplace mith the approved
1YI&C f'or� lhe award of lhe projeet. Mc��C rnsert shall be or� 61a�e pa�er•.J
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
00 os � s - �
ADDI:NDA
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SECTION 00 05 15
ADDENDA
[Assembler�: For Col�t�°acf Docu»zent execirtiora, ren�oi�e ll�is �cige ar�d �°eplace ��it1a ctny addenda
zssuec� din�ing bidclii�g.J
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
001113-I
INVI"CATION "1'O BIDDERS
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SECTION 00 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the construction of HMAC SURFACE OVERLAY (2012-16), 01926 will be
received by the City of Fort Worth Purchasing Of�ce:
City of Foi-t Worth
Purchasing Division
1000 Throckmorton Street
Foj-t Worth, Texas 76102
until 1:30 P.M. CST, Thuisday, May 31, 2012, and bids will be opened publicly and read aloud at
2:00 PM CST in the Council Chambers.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following:
36,040 S.Y.
49,070 S.Y,
8,490 L.F.
4,620 L.F.
6,430 S.F.
8" Pavement Pulverization
2" HMAC Surface Cow�se, Type D
Pavement Wedge Milling, 2" to 0" Depth, 5' Wide
Remove and Replace Curb & Gutters
Remove and Replace 6" Concrete Driveway
PREQUALIFICATION
The improvements included in this project must be performed by a contractor who is pre-
qualified by the City at the time of bid opening. The procedures for qualification and pre-
qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS.
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.org.�purchasin 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 fi�om: Pamela Forehand, 817-
392-7913, City of Fort Worth, Transportation and Public Woi•lcs, 1000 Throckmorton St., Fort
Worth, TX 76102.
The cost of Bidding and Contract Documents is: $30.00
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; Tuesday, May 22, 2012
TIME: 9:00 A.M.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
HMAC SURPACE OVERLAY (2012-16)
01926
0011 I3-2
INVITATION TO BIDDERS
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PLACE: Transportation and Public Worlcs, 1000 Throcicmorton St., RM#: 270, Fort
Worth, TX 76102
LOCATION: Municipal Building, 2"`�. Floor
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City ceserves the i•igllt to waive ii•cegu(arities and to accept or ��eject bids.
INQUIRIES
All inquicies relative to this procurement should be addi•essed to the following:
Attn; ICristian Sugrim, City of Fort Woi-th
Email: I��istian.Sugrim@foi•twol-thtexas.gov
Phone; 817-392-8902
ADVERTISEMENT DATES
May 3, 2012
May 10, 2012
18 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July (, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
00 21 13 - I
(NSTRUCT[ONS TO BIDDERS
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S�CTION 00 21 13
INSTRUCTIONS TO BIDDERS
1, lle�ned Terms
1.1. Tei•ms used in these INSTRUCTIONS TO BIDDERS, wllich are defined in Section 00 72 00
- GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings
indicated below which are applicable to both the si�lgulai• and plural thereof.
1.2, l. Bidder: Any person, firm, pay-tneisl�ip, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Cont��act Documents,
1.2.2. Nonresident Bidder: Any person, �rm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated undec 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,
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting fi•om 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. Prequali�cation 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.
3.2, Each Bidder unless currently prequalified, must be prepared to submit to City within seven
(7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11,
BIDDERS PREQUALIFICATIONS.
3,2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1,
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised July i, 201 ]
HMAC SURFACE OVERLAY (2012-16)
01926
0021 13-2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3,3. The City reserves the cight to i•equire any pre-qualified contcactor who is tlle apparent low
2 bidder(s) for a project to submit such additional information as the City, in its sole discretion
3 tnay require, including but not limited to manpower and equipment records, infocmation
4 about key personnel to be assigned to the project, and construction sclledule, to assist the
5 City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality
6 product and successfully complete projects for the amount bid within the stipulated ti�ne
7 frame, Based upon the City's assessment of the submitted info�•mation, a recanmendation
8 regarding the award of a contract will be made to the City Council, Failure to submit the
9 additional information, if requested, may be gi•ounds for rejecting the appai•ent low bidder as
10 non-responsive, Affected contractors will be notified in writing of a recommendation to the
11 City Council.
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13 3.4. In addition to prequalification, additional requirements for qualification may be required
14 within various sections of the Contract Documents.
IS
16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
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18 4.1. Befoi•e submitting a Bid, each Bidder shall:
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20 4,1,1, Examine and carefully study the Conti•act Documents and other related data
21 identified in the Bidding Documents (including "technical data" ��eferred to in
22 Paragraph 4.2. below). No information given by City or any representative of the
23 City other than that contained in the Contract Documents and officia(ly
2� 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, (ocal and
site conditions that may affect cost, pi•ogress, perfoi•mance or furnishing of the
Wo�•k.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, perfoi•mance or furnishing of the Work.
33 4,1,4. Study all: (i) reports of explorations and tests of subsurface conditions at or
34 contiguous to the Site and all drawings of physical conditions relating to existing
35 surface or subsurface structures at the Site (except Underground Facilities) that
36 have been identi�ed in the Contract Documents as containing celiable "technical
37 data" and (ii) repor-ts and drawings of Hazai•dous Environmental Conditions, if any,
38 at the Site that have been identified in the Contract Documents as containing
39 celiable "technical data,"
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4,1.5. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shal( be issued in the form of written addenda and sllall 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 othec than that contained in
the Contract Documents and of�icially promulgated addenda thereto, shall be
binding upon the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
O1926
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
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4.1.6. Perform independent �•esearcll, investigations, tests, borings, and such other means
as may be necessa�y to gain a complete ]cnowledge of the conditions which will be
encountered during the consh�uction of the project. On request, City may pi•ovide
each Biddei• access to the site to conduct such examinations, investigations,
explorations, tests and studies as each Bidder deems necessa�y for submission of a
Bid. Bidder must fill all holes and clean up and restore the site to its former
conditions upon completion of such explorations, investigations, tests and studies.
4.1.7. Determine the difficulties of the Worl< 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 cely exclusively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which ace
necessary foj• full and complete infoi•mation upon which the proposal is to be based,
It is understood that the submission of a proposal is prima-facie evidence that the
Bidder has made the investigation, examinations and tests herein required. C(aims
for additional compensation due to variations between conditions ach�ally
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other celated 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 coj•rections or interpretations as may
be deemed necessa�y for fulfillment of the intent of the Cont�•act Documents.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identiftcation 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 guarantees that the data shown is representative
of conditions which actually exist.
4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
the site that have been utilized by City in preparation of the Contract Documents.
4.2.3. copies of such reports and drawings will be made available by City to any Bidder
on request. Those reports and drawings may not be part of the Contract
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02, of the General Conditions has been identified
and established in Paragraph SC 4.02 ofthe Supplementary Conditions. Bidder is
responsible for any interpretation or conclusion drawn fi•om any "technical data" or
any other data, interpretations, opinions or information.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
0021 13-4
MSTRUCTtONS TO BIDDERS
Pag� 4 oP9
1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that
2 Bidder has complied with every requii•emant of this Paragrapl� 4, (ii) thai witho�rt exceptioi�
3 the Bid is pcemised upon performing a�ld furnislling the Woi•Ic requit•ed by the Contract
4 Documents and applying the speci�c tneans, methods, techniques, sequences oi• procedures
5 of construction (if any) that may be shown or indicated or expressly required by the Contract
6 Documents, (iii) that Bidder has given City written notice of all conflicts, errois, ambiguities
7 and discrepancies in the Contcact Documeilts and the written resolutioils thereof by City ai•e
8 acceptable to Bidder, and when said conflicts, etc., have not been resolved through the
9 interpretations by City as desci•ibed in Paragraph 6., a�id (iv) tliat the Contract Documents
10 are generally suf�cient to indicate and convey understanding of all terms and conditions for
t 1 performing and furnishing the Work.
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13 4,4. Tlle pi•ovisions of this Pai•agraph 4, incfusive, do not apply to Asbestos, Polychloi•inated
14 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
I S Paragraph 4.06. of the General Conditions, t�nless specifically identified in the Contract
16 Documents.
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18 5. Avaitabitity of Lands for Worlc, Etc.
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20 5,1. The lands upon which the Work is to be performed, rights-of-way and easements for access
21 thereto and other lands designated foi• use by Contractor in performing the Wori< are
22 identified in the Contract Documents, All additional lands and access thereto required for
23 temporary construction facilities, construction equipment or storage of matei�ials and
24 equipment to be inco�•porated in the Work are to be obtained and paid for by Contractor.
25 Easements for permanent structures or permanent changes in existing facilities are to be
26 obtained and paid foi• by City unless othe�•wise pcovided in the Contract Documents,
27
28 5,2, Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in
29 Paragraph SC 4.01 of the Supplementaiy Conditions. In the event the necessary right-of-
30 way, easements, and/or permits are not obtained, the City reseives the cight to cancel the
31 award of contract at any time before the Bidder begins any constcuction work on the project.
32
33 5.3. The Bidder shall be prepared to commence construction without all executed rigllt-of-way,
34 easements, and/or permits, and shall submit a schedule to the City of how construction will
35 proceed in the other areas of the project that do not require permits and/or easements.
36
37 6. Interpretations and Addenda
38
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
00 21 13 - 5
INSTRUCTIONS TO BIDDGRS
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6. l. All questio»s about the meaning oi- 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 ceceived
after this day may not be responded to. Interpretations or clarifications considered necessaiy
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 and Public Wo►•]<s
Fax: 817-392-8092
Email: ICristian. Sugrim@fortworthtexas.gov
Phone; 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://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructureo20
Pro�ects/01926%20-o20HMAC°s20Surface%200ver1avo20%282012-16029>
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 Securiiy
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 HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 01926
Revised July l, 2011
00 21 13 - 6
INSTRUCT[ONS TO BIDDERS
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 tlle Genei•al Requirements and the Worlc is to be completed and ready for
4 Final Acceptance is set forth in the Ag�•eement or incorporated tllecein by reference to the
5 attached Bid Form.
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
10 10. Substitute and "Or-Equal" Items
11 The Contcact, if awacded, will be on the basis of matei•ials and equipment dascribed 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 Conti•aetor if acceptable to
15 City, application for such acce�tance will not be considered by City until after the Effective
16 Date of the Agreement. The procedure for submission of any such application by Contractoe
17 and consideration by City is set forth in Paragraphs 6,05A,, 6,OSB, and 6,OSC, of the Genera(
18 Conditions and is supplemented in Section O l 2S 00 of the General Requirements.
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11. Subcontractors, Supptiers and Others
11.1. In accordance with City Ordinance No. 15530 (as amended), the City has goals for
the participation of minority business and women business enterprises in City
contracts, A copy of the Ordinance can be obtained from the Of�ce of the City
Secretaiy. The Bidder shall submit the MBE/WBE Utilization Form,
Subcontractor/Supplier Utilization Form, Prime Contractoc 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. Tlle
Bidder shall obtain a ceceipt fi�om the City as evidence the documentation was
received. Failure to comply shall rendec 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,
12. Bid Form
12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained from the City.
12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
signed in ink, Erasures or alterations shall be initialed in ink by the pe�•son signing
the Bid Form. A Bid p�•ice shall be indicated for each Bid item, alternative, and unit
price item listed therein. In the case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered, Bidder shall state the prices,
written in inic in both wo��ds and numerals, for wllich the Bidder proposes to do the
work contemplated or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written words and the price in written
numerals, the pi•ice in written words shall govern.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
00 21 13 - 7
INS'1'RUCTIONS TO BIDDGRS
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12,3. Bids by corpoi•ations shall be executed in the corpoi•ate name by the president or a
vice-president or othei• corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. Tlla co�•pocate 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 Lulder 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 authority to sign. The state of formation of
the firm and the official address of the �rm 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 of�cial address of the joint venture shall be shown.
All names shall be typed or printed in inlc below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which sha(1 be filled in on the Bid Form.
12.10. Postal and e-tnail 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 — Vendoi• 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 Advei�tisement 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, tlle 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 Sids
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 withdi•awal 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 CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-]6)
01926
00 21 13 - 8
INSTRUCTIONS TO B[DDERS
Page 8 of 9
1 14.2. Biddeis 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 abstcact of tlie amounts of the base Bids and major altei•nates (if any) will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will reinain subject to acceptance for the time period specifed for Notice of Award
I 1 and execution and delive�y of a complete Agreement by Successful Bidde►-. City ti�ay, at
12 City's sole disci•etion, i•elease any Bid and nullify the Bid secui•ity prior to that date,
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17. Evaluation of Bids and Award of Contract
17.1, City reserves the cight to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to ceject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to mal<e an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified oi• of doubtful financial ability or fails to
meet any other pectinent standard or criteria established by City. City also reseives
the right to waive informalities not involving price, contract time or changes in the
Worl< with the Successful Bidder. Discrepancies between the multiplication of units
of Work and unit prices will be resolved in favor of the unit prices, Discrepancies
between the indicated sum of any coltunn of figures and the correct sum thereof will
be resolved in favor of the correct sum, Discrepancies between words and �gures
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 tlle other or be engaged in litigation,
Biddei• is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfacto�y manner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hindel• the prompt completion of additional worlc if awarded,
17.2. City may consider the quali�cations and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subconh•actors, 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
incorpor•ation in the Work when such data is required to be submitted prior to the
Notice of Award.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS 01926
Revised July I, 2011
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
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17.3. City may conduct such investigations as City deems necessary to assist in the
evahaation of any Bid and to establish the responsibility, qualifcations, and �nancial
ability of Bidders, proposed Subcontractors, Supplieis and other persons and
oiganizations to perform and furnish the Work in accordance with the Contract
Documents to City's satisfaction within the prescribed time.
17.4. Cont�•actor shall perform with his own organization, woi�l< of a value not less than
35% of the value embraced on the Conh•act, unless otherwise approved by the City.
17.5. If the Contract is to be awa��ded, it will be awarded to lowest 1•esponsible and
responsive Bidder whose evaluation by City indicates that the award will be in t11e
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 arnount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresident's 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 tlie required number of counterpacts 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 Contj•actor.
END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
00 35 13
BID FORM
Page 1 of 1
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 GIS
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.ethics.state.tx us/forms/CIQ pdf
http://www.ethics.state.tx.us/forms/CIS �df
❑�
'�
�
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:
Company Name Here By: Printed Name Here
Address Here
Address Here or Space
City, State Zip Code Here
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATIQN DOCUMENTS
Form Revised 20120327
Signature:
Title: Title Here
00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xis
�i
00 35 13
BID FORM
Page 1 of 1
SECTION 00 3513
CONFLICT OF INTEREST AFFIDAVIT
f "'
�- ,
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 requi�ed documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www.ethics.state.bc. us/forms/CIQ.pdf
http://www.ethics.state.tx. us/forms/C IS. pdf
0
❑
❑
❑
BIDDER:
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 5ecretary
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
END OF SECTION
U
�
U
� � �
CITY OF FOR7 WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Form Revised 20120327
By: James G Humphrey
Signature: ���j�,� /� ��'
--�r—
Title: CEO
HMAC 2012-16 Bld Proposal Workbook
0o a� o0
BID FORM
Page 1 of 3
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
f3�I:�
City Project No.: 1926
Units/Sections: Pavement Improvements
1. Enter Into Agreement
SECTION 00 41 00
BID FORM
HMAC SURFACE OVERLAY (2012-16)
At Various Locations
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 ail 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 will 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 individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
infiuence 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 beiween 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
HMAC 2012-16 Bid Proposal Workbook
a
00 41 00
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed oniy by prequalified contractors and subcontractors:
a. Pavement Pulverization and Stabilization
b. Surface and Wedge Milling
c. HMAC Surface Overlay
d. Removal and Replacement of Concrete Curb & Gutter, Sidewalk, Driveways, ADA Ramps, and etc.
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 120 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 WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 HMAC 2012-16 Bid Proposal Workbook
$0.00
$0.00
$0.00
$0.00
$966,118.25
00 41 00
BID FORM
Page 3 of 3
This Bid is submitted on Thursday, May 31, 2012 by the entity named below.
6.3. Evaluation of Alternate Bid Items <use this if applicabie, 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
Respectfuliy submitted,
By. �
(Signature)
James G Humphrey
(Printed Name)
Title: CEO
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas 76124
State of Incorporation: Texas
Email:
Phone: 817-261-2991
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Corporate Seal:
HMAC 2012-16 Bid Proposal Workbook
00 42 43
BID PROPOSAL
Page I of 2
SECTION 00 42 43
PROPOSALFORM
Bidder's Application
UNIT PRICE BID
Project Item Information Bidders Proposal
Bidlist Description Speciticatiou Unit of Bid Quantity Unit Price Bid Value
Item No. Section No. Measure
1 0135.0201 Remobilization 01 70 00 LS 2 $500.00 $1,000.00
2 0241.010o Remove / Replace Sidewaik o2 41 13 SF 260 $5.35 $1,391.00
. _.__ _. ___. __.
3 3213.0301 4" Concrete Sidewalk 32 13 20 SF 100 $4.80 $480.00
_..... _. _.. _
4 0241.1300 Remove / Replace Concrete Curb and Gutter 02 41 15 LF 4620 $25.20 $116,424.00
5 3216.0102 7" Curb & Gutter 32 16 13 �F 210 $24.00 „ $5,040.00
. . � ,..
6 0241.0401 6" Remove/ Replace Concrete Driveway 32 13 20 SF 6430 $6.40 $41,152.00
7 3213.0401 6" Concrete Driveway 32 13 20 SF 100 $5.85 $585.00
8 0241.0300 Remove / Repiace existing ramps with standard ADA ramps ( 02 41 13 EA g $1,010.00 $9,090.00
g 9999.0000 New ADA ramps (with detectable warning dome -tile surface) EA 1 $1,010.00 $1,010.00
11 3305.0107 Miscellaneous Structure Adjustment (10' Storm Drain Inlet 33 05 14 EA 3 $2,450.00 $7,350.00
_ . _. ...., _
12 0241.1400 Remove/Replace Concrete Vailey Gutter 02 41 15 SY 160 $86.00 $13,760.00
_ _ .. __.. __. _ _ . _ ___ __ _
14 3124.0101 Crushed Limestone 31 24 00 CY 235 $50.00 $11,750.00
_ __ _. _. __ _ _ _ _ _ _ __ _. __ __.... ___..
15 3124.0101 AsphaR Pavement and Base Repair 31 24 00 CY 80 $240.00 $19,200.00
.. ...
16 3211.0600 Cement Modification 32 11 33 TN 470 $101.00 $47,470.00
_ _ ___ ._ _ _.
�7 3123.0101 Unclassified Excavation 32 23 16 CY 540 $21.00 $11,340.00
__._.. _...._ _._._ _.. _ _ __._ __ _._. _ _._. _ ___ _._.. _._..
18 3212.0302 2" Asphalt Pavement Type D 32 12 16 SY 49070 $9.77 $479,413.90
_.._ _ __ _ _ _ ...._ _ _ _
1 g 3212.0600 Asphait Pavement Level-Up 32 12 16 TN 10 $210.00 $2,100.00
� „ �. _ _ .. .
20 9999.0000 Painting HouseAddresses EA 65 $10.65 $692.25
_... _ _ _.._ __ _
21 3292.0100 Block Sod Placement 32 92 13 SY 810 $5.35 $4,333.50
_ __. _. __...
z2 3305.0107 Manhole Adjustments (w/ Steel Risers) 33 05 17 EA 23 $260.00 $5,980.00
- . __ _ _ _.. . _ _ _ _ _
23 3305.0107 Miscellaneous Structure Adjustment (Water Meter Box) 33 05 14 EA 10 $39.00 $390.00
_ .,. ., ..., , ._
24 3305.0108 Miscelianeous Adjustments (Utilities) 00 05 08 LS 1 $6,000.00 $6,000.00
_ _ __ _ _ _ _
25 3305.0111 Water Valve Box Adjustment (w/ Steel Risers) 33 05 14 EA 27 $130.00 $3,510.00
_ _ _ _ _ _ _ _
26 3305.0112 Water Valve Box Adjustment (w/ Concrete Coilars) 33 05 17 EA 21 $275.00 $5,775.00
. _
27 3305.0112 Manhole Adjustments (w/ Concrete Collars) 33 05 17 EA 28 $510.00 $14,280.00
28 3212.0900 Asphalt Crack Sealant 32 12 73 GA 130 $22.80 $2,964.00
_.
2g 0241.1700 8" Pavement Pulverization 02 41 15 SY 36040 $3.76 $135,510.40
_. _ _
_
31 9999.0000 Remove/Replace Speed Cushion (30') EA 1 $2,325.00 $2,325.00
32 9999.0000 Butt Joint Milling EA 14 $266.00 $3 724.00
33 9999.0000 2" - 0" Depth, 5' Wide Wedge Miiling LF 8490 $1.28 $10,867.20
34 0141.1506 2" Surface Miiling 02 41 15 SY 350 $3.46 $1,211.00
_.. __,_. _ ______. _ _ _ _.. __. _._ . _-.___. . _
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_... _..... .. __.. _. _. _ _....._ _ _ . _ _ . _ ._ .... _. _ ._.. . _..._ .. _.
Qid Summa�y
I3ase 13ii1
CITY OF FORT NORTH
STANDARD CONSTRUCTtON SPECIF[CATION DOCUMENTS
Form Reeised 20120120
HMAC 2UI2-IG Bid Proposal 1Vorkbook
00 42 43
BlDPROPOSAL
Pn�e 2 of 2
SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Bidlist
Item No.
Bidder's Application
Project Item Infonnation
Description
Bidders Proposal
Specification Unit of B�d Quantity Unit Price Bid Value
Section No. Measure
_ __ _ _ _ __ _.
Total Base Bid
Alternate Bid
Total Alternate Bid
Deductive Akernate Bid
Totnl Deductive Alternate f3id
Additive Alternate Bid
Total Additive Alternate Bid
Total Bia $966,118.25
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'CS
Fortn Revised 20120120 HMAC 2012-1G Bid Proposal Workbook
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
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 tocated.
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.
A. Nonresident bidders in the State of State Here or f3lanl: , our principal place of business,
are required to be `/� Here percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of State Here or Blanl< , 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:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
By: James G Humphrey
���,.,,�,� /J l
(Signature)
Titte: CEO
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
Date: ��3 J�/ 'v
--� ,
HMAC 2012-16 Bid Proposal Worlcbook
00 45 12
BID FORM
Page 1 of 1
3�CT16N 00 45 �2
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Pavement Pulverization and
Stabilization
Surface and Wedge Milling
HMAC Surtace Overlay JLB Contracting, LLC 4-Jan-13
Removal and Replacement of
Concrete Curb & Gutter,
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
JLB Contracting, LI.0
PO Box 24131
Fprt Worth, Texas 76124
By: James G Humphrey
,./� ���"�"
(Signature)
Title: CEO
Date: � � �7�! '�'
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT�ON DOCUMENTS
Form Revised 20120120
, � � •
HMAC 2012-16 Bid Proposal Workbook
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of I
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 01820. Contractor further certi�es that, pursuairt to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
JL GONT ACTING, LLC By.
Company
(Please Print)
J�l% UDX o��/�3/ Signature: �� .�C �� — --'`�--�
Address �
�02� �UO2TN� TX �(o /2 � Title:
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
�
0
_ � _
.�
BEFO� E ME, the u dersigned authority, on this day personally appeared
J�m �s �' .��Ur1��HRG� , known to me to be the person whose name is
subscribed to the foregoing mstrument, and acknowledged to me that he/she executed the same as
the act and deed of for the purposes and
consideration therein expresse and in the capacity therein stated.
GNEN IJNDER MY HAND AND SEAL OF OFFICE this �T� day of
%%v6USi , 201Z.
. � ,
Nota Public in and f r the State of Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Ju(y 1, 2011
uNpA OUPHANT
NOTaAv PUBuc
' STATE OF TEXAS
'"+ a• MY COMM. EXP. 3-��'�13
00 45 39 - I
MINORITY AND WOMGN BUSINESS ENTERPRiSG GOAL
Page I of 1
1 SECTION 00 45 39
2 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
4 APPLICATION OF POLICY
5 If the total dollac value of the contract is $25,000 0�• more, the M/WBE goal is applicable,
6 If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable.
7
8 POLICY STAT�MENT
9 It is the policy of the City of Fort Worth to ensure the full and equitable pacticipation by Minority
10 and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the
11 City on a contractual basis. All requirements and regulations stated in the City's current Minority
12 and Women Business Enterprise Ordinance apply to this bid.
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M/WBE PROJECT GOAL
The City's M/WBE goal on this project is 16% of the total bid (Base bid applies to Parks and
Community Services).
COMPLIANCE TO BTD SPECIFICATIONS
On City contracts of $25,000 or more, biddeis are required to comply with tlle intent of the City's
M1WBE Ordinance by either of the following:
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or; �
4. Joint Venture.
Failure to comply wit11 the City's M/WBE Ordinance, shall result in the Bid being considered
non-responsive. Any questions, please contact the M/WBE Office at (817) 212-2674.
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
Offei�or shall deliver the M/WBE documentation in person to the appropriate employee of the
Managing Depai•tment, and obtain a date/time receipt. Such receipf shall be evidence that tha City
received the documentatioii in the time allocated. A faxed copy will not be accepted.
1. Subcontractor Utilization Form, if goal is met received by 5;00 p,m., five (5) working days after the
or exceeded: bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subconh�actor received by 5:00 p.m., five (5) working days after the
Utilization Form, if participation is less than bid opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5;00 p.m., five (5) working days after the
Utilization Form, if no M/WBE participation: bid opening date, exclusive of the bid o ening date.
4. Prime Conh•actor Waiver Foim, if firm will received by 5:00 p.m,, five (5) working days after the
perform all subcontracting/supplier work: bid opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilizing a joinf venture received by 5:00 p,m., five (5) working days after the
to meet or exceed goal, bid opening date, exclusive of the bid opening date,
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 16, 2012
HMAC SURFACE OVERLAY (2012-16)
01926
.1
00 52 43 - 1
Agreement
Page 1 of 4
1
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7
SECTION 00 52 43
AGREEMENT
THIS AGR�EM�NT, authorized on Julv 17, 2012 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 JLB CONTRACTING, LLC, 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
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Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identifed 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:
A.
HMAC SURFACE OVERLAY (2012-16�
01926
22 Article 3. CONTRACT TIME
23
24
25
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Conh•act
Documents are of the essence to this Contract.
26 3.2 Final Acceptance.
27 The Work will be complete for Final Acceptance within 120 Calendar days after the date
28 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
29 Conditions.
30 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that City will
suffer iinancial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 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 , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Four Hundred and Twenty Dollars 420.00) 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.
HMAC SURFACE OVERLAY (2012-16)
01926
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 20] 1
41 Article 4. CONTRACT PRICE
OOS243-2
Agreement
Page 2 of 4
42 City agrees to pay Contractor for performance of the Work in accordance with the Contract
' 43 Documents an amount in current funds of NINE HUNDRED SIXTY SIX THOUSAND ONE
44 HUNDRED EIGHT�EN DOLLARS AND TWENTY FIVE CENTS ($966,118.25).
45 Article 5. CONTRACT DOCUNIENTS
46 5.1 CONTENTS:
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A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
l ) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequali�cation Statement
4) State and Federal documents (project speczfic)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
£ Maintenance Bond
g. Power of Attoi�ney for the Bonds
h. Worker's Compensation Affidavit
i. MWBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Speci�cations 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 November 9, 2011
HMAC SURFACE OVERLAY (2012-I6)
41926
006113-1
PERFORMANCE BOND
Page 1 of 2
Bond No. 6067170
1
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3
4
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7
SECTION 00 61 13
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§ KNOW ALL BY THESE PRESENTS:
§
8 That we, JLB Contractin�, LLC , known as
9 "Principal" herein and Westfield Insurance Company , a corporate
10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal
13 sum of, Nine Hundred Sixty-Six Thousand, One Hundred Eighteen Dollars & Twenty-Five Cents
14 Dollars ($966,118.25), lawful money ofthe United States, to be paid in Fort Worth, Tarrant
15 County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our
16 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
17 presents.
18 WHEREAS, the Principal has entered into a certain written contract with the City
19 awarded the 17`�' day of July , 20 12 , which Contract is hereby referred to and made
20 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
21 and other accessories defined by law, in the prosecution of the Work, including any Change
22 Orders, as provided for in said Contract designated as HMAC SURFACE OVERLAY (2012-16),
23 City Project No: 01926.
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
00 61 13 - 2
PERPORMANCE QOND
Page 2 of 2
Bond No. 6067170
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 3`d day of Au�,ust , 20 12 .
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f
�� � C'� � � '� �a,� �
Witness aS to Surety Elizabeth Gray�
PRINCIPAL:
JLB CONTRACTING, LLC
BY: ��� � L
ignature
James G. Humphrey
Name a e
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD 1NS � NCE COMPANY
1 ,
BY:
re
Kvle W. Sweeney, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
43 *Note: If signed by an officer of the Surety Company, there must be on .file a certified extract
44 from the by-laws showing that this person has auth+�rity tc� .sign such obligation. If
45 Surety's physical address is different from its mail;ng address, both must be provided.
46 The date of the bond shall not be prior to the date the Contract is aw�rded.
C[TY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0(926
Revised July I, 201 I
ATTES :
rin ' al) Secretary
00 61 14 - 1
PAYMENT BOND
Page 1 of 2
Bond No. 6067170
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 14
PAYMENT BOND
.
KNOW ALL BY THESE PRESENTS:
That we, JLB Contractin�, LLC , known as
"Principal" herein, and Westfield Insurance Com�anv , 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 Nine Hundred Six ,ty-Six Thousand, One Hundred Eighteen Dollars & Twenty-Five
Cents Dollars ($966,118.25), 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
19 the 17`�' day of July , 20 12 , which Contract is hereby referred to and made
20 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor
21 and other accessories as defined by law, in the prosecution of the Work as provided for in said
22 Contract and designated as IIMAC SURFACE OVERLAY (2012-16), City Project No: 01926.
23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined 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.
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFfCATION DOCUMENTS
Revised July I, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
00 61 14 - 2
PAYMENT BOND
Page 2 of 2
Bond No. 6067170
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IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 3�d day of August , 20 12.
ATTEST:
ATTEST:
(Surety) Secretary
� 1 ��` � '' , ,
� _� � . � ���
Witness a to Surety Elizabeth Gray
PRINCIPAL:
JLB CONTRACTING, LLC
BY: ���-� %� � —
6 g ature
�ames G. Humphrey
C �n
Name and Title
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
Sign re
Kyle W. Sweenev, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
00 61 19 - I
MAINTENANCE BOND
Page 1 of 3
Bond No. 6067170
1
2
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7
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 19
MAINTENANCE BOND
.
KNOW ALL BY THESE PRESENTS:
8 That we JLB Contracting�LLC , known as "Principal"
9 herein and Westfield Insurance Com�any , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein,
13 in the sum of Nine Hundred Sixty-Six Thousand, One Hundred Eighteen Dollars & Twenty-Five
14 Cents Dollars ($966,118.25), lawful money of the United States, to be paid in Fort Worth, Tarrant
15 County, Texas, for payment of which sum well and truly be made unto the City and its
16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
17 and severally, firmly by these presents.
18
19 WHEREAS, the Principal has entered into a certain written contract with the City awarded
20 the 17��' day of Julv , 20 12 , which Contract is hereby referred to and a made part
21 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting
23 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said
24 contract and designated as HMAC SURFACE OVERLAY (2012-16), City Project No: 01926;
25 and
�
27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
28 accordance with the plans, specifications and Contract Documents that the Work is and will
29 remain free from defects in materials or workmanship for and during the period of two (2) years
30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
31
32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
33 upon receiving notice from the City of the need thereof at any time within the Maintenance
34 Period.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS 01926
Revised July 1, 2011
00 61 19 - 2
MATNTENANCE BOND
Page 2 of 3
Bond No. 6067170
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NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by City, to a completion
satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the City may cause any and all such defective Work to
be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
the Surety under this Maintenance bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiF1CATlON DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
00 61 19 -3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067170
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IN WITN�SS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 3�d day of Au�ust , 20 12 .
ATTEST:
(Surety) Secretary
�t `: ��' �� � �. ) �;i,� ���' �C =� ����
Witnes to Surety Eliza th Gray J
PRINCIPAL:
JLB CONTRACTING, LLC
B� ,�-..� /� -
Signature
James G. Humphrey
Name an � e
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
gna ux
Kyle W. Sweeney, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
35
36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
37 from the by-laws showing that this person has authority to sign such obligation. If
38 Surety's physical address is different from its mailing address, both must be provided.
39 The date of the bond shall not be prior to the date the Contract is awarded.
40
,��
,, ,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
ATTES :
rin �pal) Secretary
IMPORTANT NOTICE
To obtain information or make a complaint
You may call Westfield Insurance Company's
' and/or Ohio Farmers Insurance Company's
toll-free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtectionCa�tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny 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 information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company 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.
pOWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON oR PERSONs nAnntu t�e�ow.
General
Power
POWER NO. 4220U52 06
Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
' cER-r�F�Eo coPY Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know All Men by These Presents, That WESTFIE�D INSURANCE COMPANY, WESTFIE�D NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Company" and collectively as "Companies," duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
; CHARLES D. SWEENEY, MICHAE� A. SWEENEY, KYLE W. SWEENEY, EUZABETN GRAY, JOINTLY OR SEVERALLY
+ of FORT WORTN and State of TX its true and Iawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name,
'', place and stead, to execute, acknowledge and deliver atry and all bonds, recognizances, undertakings, or other instruments or contracts of
'{' suretyship--------------------------------------------------------------•
LIMITATION: TNIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE OEFICIENCY, MORTGAGE
GUARANTEE, OR BANK OEPOSITORY BONDS.
' and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
`! seal of the applicabie Company and duiy attested by its Secretary, hereby ratitying and confi�ming all that the said Attorney(s)-in-Fact may do in
' the _premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIEID NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be (t Resolved, that the President, any Senior Executive, any Secretary or any Fidelity& Surety Operations Executive or other Executive shall
' be and is hereby vested with full power and authority to appoint any one or more suitabie persons as Attorney(s)-in-Fad to represent and act for
and on behalf of the Company subject to the following provisions:
' The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and
deliver, any and aIl bonds, recognizances, contrads, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shaii be as binding upon the Company as (f signed by the President and sealed a�d attested by the Corporate Secretary."
"Be If Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimfie, and any power of attocney or certificate beari�g facsimile signatures or facsimile
seai shall be valid and binding upon the Company with respect to any bond or undertaking to which (t is attached "(Each adopted at a meeting
held on February B, 2000).
!n Wltness Whereof, WESTFIELO INSURANCE COMPANY, WESTFIEID NAT�ONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
' COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
'` APRII. A.D., 2011 . _
Corporate ,r•�r'SYNr(k'�"�,
Seals �%Q\�`..«»..,,�O�p.+rr4
�xed�`vr � ��+,
���.�����
�� -�..........� ;.+
State of Onio ""'""�
County of Medina ss.:
, � aP-��ONAC j�%
c O: �'S.�',p :
, N`:' SFit]L •tm
�:. .:o:
••...�...•• ,,��,:
��''���.�,����„��•�
�
� ; 1848 ; ;
• • ..'•__.•+•.
WESTFIELD INSURANCE COMPANY
WESTFIE�D NATIONA� INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
�� ` .
By:
Richard L. Kinnaird, J�., Nat�onal Su�ety Leader and
Senior Executive
On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnai�d, Jr. to me known, who, being by me duly
sworn, did depose and say, that he �esides'in. Medina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIE�D
NATIONAL INSURANCE COMPANY and OHiO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
in.st�ument; tfiat he knows the seals of said Companies; that the seals afflxed to said instniment are such corporate seais; that they were so affixed
by order of the Boards of Directors of said Companies; and that he signed his name thereto by 1(ke order.
Notarial � .
Seai \ A (, •
�X� �P ����iri:SF
� \ � '�• � 9
21�-�`'—'�' -..�—`• (' ,
• • William J. Kahelin, A r�ey at Law, Notary Public
State of Ohio � N � o My Commission Uoes Not Expire (Sec. 14T.03 Ohio Revised Code)
County of Medina ss.: �,, y ���,-
' ;..TE' 6 F �.�'�'
I, Frank A.. Carrino, Secretary of WESTFIELD INSURi4NCE COMPANY, WESTFIEID NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and corred copy of a Power of Attorney, executed by said
Companies, w�ich is still in full force and effed; and furthermore, the resolutions of the Boa�ds of Directors, set out in the Power of Attorney are
in full force and effect.
In Wif�ess Whereof, i have hereunto set my hand and affixed the seais of said Companies at Westfield Center, Ohio, this day of
su�.t�, 2012 ,, P:�,......� .
,.�`';�, Nf1( '�.
; ��~��Fp ,'�O � / ''SG.p =
;, 2 v,
5�� _� � � �; SEAL `�z:
L��� Y'� ;� �. •:o ;
� ..* ' ..
.�.
y: 1H46 � ;
' � •:'-- ' •
3rd
�i� - ''" ^' ' ` � 1
/ ( SfCt'�l�tJ+
Fra�k A. Car, ir,o, secr�ta;y
BPOAC2 (combined) (06-02)
�TANDARD GENERA.L CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
1 STANDARD CONSTRUCTION SPECIF[CATTON DOCUiviENTS
Revised: November 9, 2011
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Acticle 1— Definitions and Ter►ninology .......................................................................................................... 1
1.01 Defiiied Te1•ms ............................................................................................................................... 1
1.02 Tei•minology .................................................................................................................................. 6
Ai•ticle 2— Prelimina�•y Matters ......................................................................................................................... 7
2,01 Copies ofDocuments ....................................................................................................................7
2,02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2,03 Starting the Wo��]< .......................................................................................................................... 8
2,04 Before Stai•ting 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
3,01 Intent .............................................................................................................................................. 8
3.02 Reference Standai•ds ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies .....................................'..........,.,.....,.......,......,..............., 9
3.04 Amending and Supplementing Contcact Documents .................................................................10
3.05 Reuse of Documents ...................................................................................................................10
3,06 Electronic Data ............................................................................................................................ l 1
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l 1
4,01 Availability of Lands ..................................................................................................................11
4.02 Subsui•face 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
Article5— Bonds and Insurance .....................................................................................................................16
5,01 Licensed Sureties and Insur•ers ...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of Insurance .............................................................................................................16
5.04 Contr•actor'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 SPECIPICATION DOCUMENTS
Revised: November 9, 2011
6,02 Labor; Worlcing Hours ................................................................................................................20
6.03 Services, Materials, and Equipment ...........................................................................................20
6.04 Project Schedule ..........................................................................................................................21
6.05 Substitutes and "Or-Equals" .......................................................................................................21
6.06 Concerning Subcontractoi•s, Suppliers, and Others .................................................................... 24
6.07 Wage Rates ..................................................................................................................................25
6.08 Patent Fees and Royalties ...........................................................................................................26
6.09 Permits and Utilities ....................................................................................................................27
6.10 Laws and Regulations .................................................................................................................27
6.11 Taxes ...........................................................................................................................................28
6.12 Use of Site and Other Areas .......................................................................................................28
6.13 Record Documents ......................................................................................................................29
6.14 Safety and Protection ..................................................................................................................29
6.15 Safety Representative ..................................................................................................................30
6.16 Hazard Communication Programs .............................................................................................30
6.17 Emergencies and/oj� Rectification ...............................................................................................30
6.18 Submittals ....................................................................................................................................31
6.19 Continuing the Worlc ...................................................................................................................32
6.20 Contractor's General Warranty and Guarantee .......................................................................... 32
6.21 Indemnification .........................................................................................................................33
6.22 Delegation of Professional Design Services ..............................................................................34
6.23 Right to Audit ..............................................................................................................................34
6.24 Nondiscrimination .......................................................................................................................35
Article7- Other Work at the Site ...................................................................................................................35
7.01 Related Work at Site ...................................................................................................................35
7.02 Coordination ................................................................................................................................ 36
Article 8- 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
Ai�ticle 9- City's Observation Status During Construction ........................................................................... 37
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 Worlc Performed ..........................................................................................38
9.06 Decisions on Requirements of Contract Docutnents and Acceptability of Work .....................38
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIrICATION DOCUMENTS
Revised: November 9, 2011
Ai�ticle 10 — Changes in the Worl<; Claims; E;ctra Worlc ................................................................................38
10.01 Authorized Changes in the Work ............................................................................................... 38
10.02 Unauthorized Changes in the Worlc ...........................................................................................39
10.03 EYecution of Change Oi•ders .......................................................................................................39
10.04 EYh�a 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 Measu�•ement,,,,,,,,,,,,,,,,,,,,,, 41
11.01 Cost ofthe Work .........................................................................................................................41
11.02 Allowances ..................................................................................................................................�3
11.03 Unit Price Worl< ..........................................................................................................................44
11.04 Plans Quantity Measucement ......................................................................................................45
Article 12 — Change of Contract Price; Change of Contract Time .................................................................46
12.01 Cl�ange 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 Worlc ......................48
13,01 Notice of Defects ........................................................................................................................48
13.02 Access to Worl< ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering Worl< ........................................................................................................................49
13,05 City May Stop the Worlc .............................................................................................................49
13,06 Cocrection or Removal ofDefective Worlc ................................................................................50
13.07 Coi•rection Period ........................................................................................................................ 50
13.08 Acceptance of Defective Worl< ...................................................................................................51
13,09 City May Correct Defective Worlc .............................................................................................51
Articfe 14 — Payments to Conti•actor and Co�npletion .................................................................................... 52
14.01 Schedule of Values ...................................................................................................................... 52
14.02 Progress Payments ...................................................................................................................... 52
14,03 Contractor's Warranty of Title ................................................................................................... 54
14.04 Pai�tial Utilization ........................................................................................................................ 55
14.05 Final Inspection ...........................................................................................................................55
14.06 Final Acceptance .........................................................................................................................55
14,07 Final Payment ..............................................................................................................................56
14.08 Final Completion Delayed and Pai�tial Retainage Release ........................................................56
14,09 Waiver of Claims ........................................................................................................................ 57
Ai�ticle 15 — Suspension of Worlc and Termination ........................................................................................ 57
15.01 City May Suspend Wor1c .............................................................................................................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 Pr•ocedures .............................................................................................................61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
Ai•ticle 17 — Miscella►Zeous ..............................................................................................................................62
17.01 Giving Notice ..............................................................................................................................62
17.02 Computation of Times ................................................................................................................ 62
17.03 Cumulative Remedies ................................................................................................................. 62
17.04 Survival ofObligations ...............................................................................................................63
17.OS Headings ......................................................................................................................................63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised: November 9, 2011
00 �a oo - �
GENERAL CONDITIONS
Page I of 62
ARTICL� 1— DEFINITIONS AND TERMINOLOGY
1,01 Defii�ed Te��ms
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 singulac and plural thereof,
and wocds denoting gender shall include the masculine, feminine and neutei•, Said terms are
genei•ally capitalized ol• wi•itten in italics, but not always, When used in a context consistent with
the definition of a listed-defined tei•m, the term shall have a meaning as defined below whether
capitalized oi• italicized or otherwise. In addition to tef•ms specifically defined, tei•ms with initial
capital lettel•s in the Contract Documents include r•eferences to identified acticles and pacagraphs,
and the titles of other documents or forms,
1. Adde»da—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. Ag�•eement.—The written instrument which is evidence of the agreement between City and
Contractor covering the Wo��k.
3. Applica/ion for Payment—The form acceptable to City which is to be used by Contr•actor
during the course of the Work in requesting progress or final �ayments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos—Any material that contains more than one percent asbestos and is fi•iable or is
1•eleasing 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 fo��th the
prices for the Worlc to be performed.
7, Bidder—The individual or entity who submits a Bid directly to City,
8. Biddii�g Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirenzents—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable foim, if any, and the Bid Form with any supplements.
10.13usiness 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. Buzzscnv — City's on-line, electronic doeument management and collaboration system,
12. Calendar Day — A day consisting of 24 hours measur•ed fi�om midnight to the next midnight,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised: November 9, 2011
oo�zoo-a
GENERAL CONDITIONS
Page 2 of 62
13. Change Orde�=A document, which is pt•epared and approved by the City, which is signed
by Contractor and City and autllorizes an addition, deletion, or revision in the Work or an
adjushnent in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. Ciry— The City of Port Wol�t11, Texas, a home-rule municipal coi�poj�ation, autho�•ized and
chartered �ulder 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 perfocro specific duties with responsibility for final enforcement of the contracts
involving the City of Foi�t Wot�th is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Woi�lc is to be
performed.
15. City Atiort�ey — Tlle 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
Woi�th, Texas, or his duly authorized representative.
18, Cor�tract Clain�—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 Docufnents—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. Corrtract 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. Contf�actor—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.
CITY OF FORT WORTH
STANDAItD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised: November 9, 2011
007200-3
GENERAL CONDITIONS
P�ge 3 of 62
25. Danzcrge Clai»�s — A demand for money or services arising from the Project or Site fi•om a
third party, City or Contractor exclusive of a Contcact Claim,
26. Dcry or day — A day, unless otherwise defined, shall mean a Calendac Day.
27. Director of A��iatios� — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed repcesentative, assistant, or agents.
28. Di�°ectof� of Par^ks and Con7i��unity Ser��ices —1'he officially appointed Director of the Parl<s
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Di��ectoi� of Plannii�g and Developnze»t — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Dif�ecto�° of Transpof�tation Public Worlts — The officially appointed Director of the
Transportation Public Worlcs Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents,
31, Director of Water Depar•t»�ent — Tlle officially appointed Director of the Watej• Department
of the City of Fort Woi�th, Texas, or his duly appointed representative, assistant, or agents.
32. Df�awi�gs—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Worl< to be per•formed by
Contractor. Submitta(s 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 Agl•eement is signed
and delivered by the last ofthe two pa��ties to sign and deliver.
34, Engif�eer—The licensed p��ofessional engineer or engineering firm registered in the State of
Texas performing professional services for the City,
35. Extra Wof°k — Additional worlc made necessary by changes or alterations of the Contract
Documents or of quantities or foc other reasons for whieh no prices are provided in the
Contract Documents. Extra worlc shall be paj-t of the Worl<.
36. Field Orde�=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 Work
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised; November 9, 2011
oo�zoo-�
GENERAL CONDITIONS
t'age 4 of G2
38, Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part oc app�u•tenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requiremenls—Sections of Division 1 of the Contract Documents.
r 40, Hazai•dous Envir•onmental 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 �•egulations,
as amended fi�om time to time.
42. Lati��s and Regulatiof�s—Any and all applicable laws, rules, �•egulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jucisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real proper•ty, or
personal pt•operty,
44. Major Itenz — An Item of worlc 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 Worlc.
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. Petroleunz—Petroleum, including crude oil or any fi�action thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14,7 pounds per squaj•e
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.
50. Plans — See definition of Drawings.
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
oo�zoo-s
GENERA� CONDITIONS
Page 5 of 62
51. Pi�oject Scl�edzrle—A schedule, prepared and maintained by Contractor, in accordance with
the General Reqttirements, describing the sequence and dui•ation of the activities comprising
the Contractoc's plan to accomplish the Worfc witllin the Contract Time.
52. Project—The Worlc to be perfocmed under the Contcact Documents,
53. P�^oject Repi°esentative—The authocized representative of the City who will be assigned to
the Site.
54. Public A7eeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an info►�med view of the Project.
55, Radioactive Matei•ial.—Source, special nuclear, or byproduct material as defned by the
Atomic Energy Act of 1954 (42 USC Section 201 1 et seq.) as amended fi•om time to time,
56. Rega�la�° Wor�ki»g Hou�•s — Houis beginning at 7,00 a.m, and ending at 6;00 p.m., Monday
thru Friday (excluding lega( holidays).
57. Samples—Physical e�amples of materials, equipment, or worlcmanship that are
cepresentative of some po��tion of the Worlc and which establish the standards by which such
portion of the Worlc will be judged.
58, Schedule of Submittals—A schedule, prepared and maintained by Contractor, of cequired
submittals and the time cequirements to support scheduled performance of related
construction activities.
59, Schedule of Valzres—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Worlc 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 Worlc is to be perfoi•med, including rights-of-way, permits, and easements for
access thei•eto, and such othei• lands furnished by City which are designated for the use of
Contractor.
61. Specificcrtions—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and wo��lananship as applied to the Worlc, and
certain administrative requirernents and procedural matters applicable thereto. Specifications
may be specifically made a pai�t of the Contraet 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. Subcontractof•—An individual or entity having a direct contract with Contractor or with any
other Subcontractor• for the pei•formance of a pai•t of the Worl< at the Site.
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63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or infocmation
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
64. Successful BiddeN The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Sa�perin�enderrt — The representative of the Cont��actor who is available at all times aud able
to receive instructions fi•om the City and to act for the Contractor.
66. Supplementary Co�ditions—That par�t of the Contract Documents which amends or
supplements these General Conditions.
67. Szspplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contt•actor or Subcontractor,
68. Undergroz�nd 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 electl•icity, gases,
steam, liquid petroleum products, telephone or othec 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 ]egal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a,m, and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E al•e not defined but, when used in
the Bidding Requii�ements or Contract Documents, have the indicated meaning.
B. Intent of Certain Tef•ms or Adjectives:
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TI10 COritCaCt DOCU111017tS IIlCIL1CIe ill0 t0t'1115 "as allowed," "as ap}�roved," "as ordered," "as
directed" or terms of lilce effect or impol�t to authorize an exercise of judgment by City, In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of (ike effect or import are used to describe an action or determination of City as to
the Work, It is intended that such eYej�cise of professional judgment, action, or determination
will be solely to evaluate, in general, the Worlc 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. Defeclive:
TIIe word "defective," when modifying the word "Worl<," refers to Worl< 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 standai•d, test, oc
approval i•eferred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. FZrrnish, Ir�stall, Perform, P�°ovide:
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, shal( mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and eveiything necessary to perfor•m the Wo�•k indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, wol•ds or phrases that have a well-known
technical or construction industry or trade meaning a1•e used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2,01
2.02
Copies of Docun�ents
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.
Commencement of Cont�°act Time; Notice to Proceed
The Contract Time will cornmence to run on the day indicated in the Notice to Proceed. A Notice to
Pi•oceed 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 shall 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 Stai°ting Construction
Baseline Schedides: 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 Accepta»ce of Schedules
No progress payment shall be made to Contcactor until acceptable schedules are submitted to City in
accordance with the Schedule Specifcation as provided in the Contract Documents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.41 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 pai�t
thereo� 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 Contr�act Documents shall be issued by City.
D. The Specifications may vary in form, format and style, 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,
�. 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 conve»ience to the Contractor. The Contractor shall not cely on
the cross ��eferencing provided and shall be responsible to coordinate the entire Worlc under the
Contract Documents and provide a complete Project whether or not the ci�oss referencing is
pl•ovided in each section or whethei• or not the ccoss ceferencing is complete.
3.02 Refet°ei�ce Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
oi•ganization, or association, or to Laws or Regulations, whether such i•eference be specific or
by implication, shall mean the standai•d, 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
wec�e no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any suc11 standard, specification, manua(, or code, or• any instruction of a
Supplier, shall be effective to change the duties or cesponsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, fi•om those set forth in the Contt•act
Documents. No such provision or instl•uction shall be effective to assign to City, or any of its
officers, directors, members, partnel•s, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or dij•ect the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents,
3.03 Repo�°ting arrd Resoh�ing Discrepancies
A. Reporting Disc�°epa�rcies;
Contractor's Review of Contf•act Docunzents Before Starting Work: Before undertaking each
part of the Woyk, 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 befor•e proceeding with any Worlc affected
thereby.
2. Contractor's Review of Contf•act Docz�»aents Dairirrg Performance 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 Supplier, 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
disci•epancy in the Cont��act Documents unless Contractor had actual la�owledge thereof.
B. Resolving Discj�epancies:
1. E;ccept as may be otherwise specificalfy stated in the Contract Documents, the provisions of
the Contract Documents shall talce precedence in cesolving any conflict, error, ambiguity, or
disct•epancy 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, Supplementaiy Conditions shall gove►•n over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 A»�endifzg and Supplenienting Contract Docim�errts
A. TIZe Conh�act 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 Parag��aph 6,18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor oc 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 docwnents, 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 wi(1 survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor fi�om retaining copies of the Contract
Documents for i•ecoT•d purposes,
3,06 Electronic Data
A, Unless otherwise stated in the Supplementaiy Conditions, the data fi�rnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon ace limited to the
printed copies included in the Contract Documents (also l<nown as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic medi.a
foimat of text, data, graphics, or othei• types ai•e furnished only for the convenience of the
receiving party. Any conclusion o�• infoj•mation obtained or derived fi•om 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 tr�ansferring documents in electronic media format, the transferring party malces no
representations as to long term compatibility, usability, oe readability of documents resulting
from the use of software application pacicages, operating systems, or computec hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVII20NMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availabilary of Lands
A. City shall furnish the Site, City shall notify Contractoc of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comp(y
in performing the Wo�•k, 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 right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set foi�th in the Supplementary Conditions, The Project
Schedule submitted by the Contractor in accordance witli 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 Supplementa�y 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 legal description of the lands upon which the Worlc is to be performed,
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C. Contractor shall provide foi• all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Sa�bsurface and Physicpl Conditions
A. Repo��ts and Drawings: The Supplementa�y Conditions identify:
1, those reports known to City of explorations and tests of substu�face conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions re(ating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Linaited Reliance by Contractot• ora Technical Dqta Azrtl�orized: Contyactor may rely upon the
accuracy of the "technical data" contained in such repo��ts and drawings, but such reports and
drawings are not Contract Documents, Such "technical data" is identified in the Supplementary
Conditions. Conti•actor may not make any Conh•act Claim against City, or any of their officers,
directors, rnembers, 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 intei�pretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information,
4.03 Differing Subsurface or Physical Co�rditions
A. Notice: If Contractor believes that any subsurface or pllysical 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 fi•om conditions oj•dinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor sllall, promptly after beco►ning aware thel•eof and before fiirther disturbing the
subsurface or physical conditions or performing any Worl< in connection therewith (e;ccept in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price ai�d Ti»ze Adjtistmer�ts
Contractor shall not be entitled to any adjustmeut in the Co►1t�•act Price or Conti•act Time if;
1. Contractor lcnew of the e�istence of such conditions at the titne Contractor tnade a final
comtnitment to City with respect to Conti•act Pi•ice and Contract Time by the submission of a
Bid or becoming bound under a negotiated contcact; 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 Uf�dergroarrrd Facilities
A. Shown or Indicated: The infol•mation and data shown or indicated in the Contcact 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
Supplementaiy 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 Contr•act Pt�ice, and Contractor shall
have full responsibility for:
a. reviewing and checking 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 Worl<.
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 fitrther disturbing conditions affected thereby or perfocming 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 Undergcound Facility. Contractor• shall be
cesponsible for the safety and protection of such discovered Undecgj�ound 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 necessaiy.
4.05 Reference Points
A. City shall provide engineering suiveys 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 foi• 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 property
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
willfully 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 Hazardous Environmental Condition at Site
A. Reports and Drcnvings: 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. Linaited 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, partneis, employees, agents, consultants, or subcontractors with respect to:
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 einployed by Contractor and safety precautions and pi•ograms incident
the►•eto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor intei•pretation of or conclusion drawn fi�om 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 oc indicated in Drawings oj• Specifications or identified
in� the Contract Documents to be within the scope of the Worlc, Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials bi•ought to the Site by
Contractor, Subcontractors, Supplie�s, or anyone else for whom Contr•actol• is responsible,
D, If Contractor encounteTs a Hazardous Environmental Condition or if Contractor or anyone foc
whom Contractor is responsible creates a Hazardous Environmental Condition, Contcactor shall
immediately: (i) secur�e or otherwise isolate sucil condition; (ii) stop all Worlc 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 eYpert to evaluate such condition or take
corj�ective action, if any.
E. Contractor shall not be required to resume Worlc in connection with such condition oc in any
affected area until a$er City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that sueh condition and any affected area is or has
been rendered suitable for the j�esumption of Worlc; or (ii) specifying any special conditions
under which such Worlc may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Worl< 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 Worl< that is in the area affected by such
condition to be deleted from the Worlc. City may have sueh deleted portion of the Work
performed by City's own forces or others,
G, To the ficdlest extent pei°naitted by La�vs arrd RegUlalions, Contractor sl�all inden�n� and hold
harmless Ci.ry,,fi�om arrd agai�st all claii��s, costs, losses, and da»�ages (incduding but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dzspute resolution costs) arising out of of� relatrng to a Haza�•dous
Environmental Co�ditron cr°eated by Contractor or by anyone for whona Contractor is
�•esponsible. Nothing it� tl�is Par�agraph 4.06.G shall obligate Contractor to indemn� any
individual or e»tity ,fi�oi�7 and against tl�e consequences of tl�at dndividual's or entity's oti��n
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 INSIJIZANCE
5.01 Lice��sed Sureties and InsureNs
All bonds and insurance reqtured by the Contract Documents to be purchased and maintained by
Contractor shall be obtained fi�o►n surety or insu►�ance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so requir�ed.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementa�y Conditions.
5.02 Performcrnce, Paynzent, af�d Maintef�arrce Bonds
A, Contractoc shall fuinish performance and payment bonds, in accocdance with Texas Govej•nment
Code Chapter 2253 or successor statute, each in an amount equal to the Conh�act Price as
security for the faithful performance and payment of all of Contractor's obligations under• the
Contract Documents.
B. Contractor shall ft►rnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any poi�tion of the Wocic described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) yeais after• the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Conh�act 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 Acceptabie 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 attoi•ney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond,
D. If the surety on any bond furnished by Conh�actor 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 requi�•ements 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 surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02,C.
5.03 Certificates of h�surance
Contractor shall deliver to City, with copies to each additional insul•ed 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 genecal liability insurance shall include a, "per projecY' or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City,
The cel�tificate shall be signed by an agent authocized to bind coverage on behalf of the
insured, be complete in its enticety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurecs for all policies must be licensed and/or appcoved to do business in the State of
Texas, Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in tlie current A, M. Best Key Rating Guide or have reasonably equivalent financial
sh•ength and so(vency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is cequired.
All applicable policies shal( include a Waiver of Subrogation (Rights of Recovel•y) in favor
of the City. In addition, the Contcactor agrees to waive all rights of subrogation against the
�ngineec (if applicable), and each additional ins�u�ed identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of fi�ll compliance with the
insurance requirements or failure of the City to identify a deficiency fi�om 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 Liability shall follow form of the
primaiy coverage.
8, Unless otherwise stated, all required ins�u�ance shall be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date sha(I 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) yeai•s following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual cei�tificate of insurance submitted to the City shall evidence such
insurance 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. In tlle event a Contract has been bid oi• executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%,
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risl<
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 rigllt to review the insurance requirements and to
make reasonable adjustments to instu•ance 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 Worlc by Change Order.
13. City shall be entitled, upon written i�equest and without expense, to receive copies of policies
and endorsements thereto and ►nay make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, ]imitations, or exclusions necessaly to
conform the policy and endocsements to the requirements of the Contract. Deletions,
t•evisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwciter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contf�actor's Insurance
A. Workers Compensation and Employers' Liabiliry. Contractor shall purchase and maintain such
insurance covera�c wiin iirniis consisieni witi� statuioiy nenerits outiineq in tne lexas WorKers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minitnum limits for
Employers' Liability as is appropriate for the Woric being performed and as will provide
protection from c(aims 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 warkers' 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. Conzmercial General Liabilit��, 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 cui�•ent 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 endo�sements that would alter of nullify premises/operations,
products/completed operations, contractual, personal inju►•y, or advertising injury, which are
normally contained with the policy, unless the City approves such excfusions 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. Az�tomobile Liabilrry. A commel•cial business auto po(icy shall provide coverage on "any auto",
defined as autos owned, hii•ed and non-owned and provide indemnity for claims for damages
because bodily injucy or death of any person and or property damage arising out of the worl<,
maintenance oc use of any motor vehicle by the Contractor, any Subcontcactor oc Supplier, or by
anyone directly or indirectly employed by any of them to perfocm any of the Worl<, or by anyona
foe whose acts any of them may be liable.
D. Radlf°oad Pf�otective Liabiliry. If any of the worl< or any waf•ranty wocic is within the limits of
railroad r•ight-o%way, the Contcactor shall comply with the requirements identified in the
Supplementary Conditions.
E. Notifrcation of Policy Cancellatioi�: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage, Contractor shall stop worl< until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section,
5.05 Acceptance of Bonds arrd Insuraf�ce; Option to Repdace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
requil•ed to be purchased and maintained by the Contractoi• 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 cer�tificates (or other evidence requested), Contractor
shall provide to the City such additional information in eespect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and IllSlll�ance
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 — CONTRACTOR'S RESPONSIBTLITIES
6.01 Supervision and Superi»tendence
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
i behalf of Contractor. Ail communication given to or received fi•om the Superintendent shall be
binding on Contracto�•.
C. Contractor shall notify tlie City 24 ho�ri•s prior to moving aceas during the sequence of
consh�uction.
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 foi• 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 dtu•ing Regu(ar Working Houjs, Contractor will not pei•mit the
performance of Work beyond Regular Working Houcs or for Weel<end Worlcing Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Worlc
1, for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Mate�•ials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, stat�t-up, and completion of the Work.
B, All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shail 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 satisfacto�y evidence (including reports of
required tests) as to the sour•ce, �CIIICI, 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 otheitivise may be provided in the Contract Documents.
D, All items of standard equipment to be incorporated into the Wo��lc shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedtile
A. Contractor shall adhere to the Project Schedule established in acco�•dance with Paragraph 2.07
and the General Requirements as it may be adjusted fi•orn time to time as pcovided 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 of the Contract in accoi•dance with the schedule specification 01 32 16.
3. 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 described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality requi►•ed. Unless
the specification or description contains oi• is followed by words ceading that no lilce, equivalent,
or "or-equal" item or no substitution is permitted, other items of materia( or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or-Equal" Iterns: 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
celated Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the pi•oposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements foc approval of
proposed substitute items. For the pucposes of this Paragraph 6.05,A.1, a proposed item of
material or equipment will be considet•ed 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 pel•form 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 incorpoi•ated into the Worlc:
1) there will be no increase in cost to the City or inci•ease in Contract Time; and
2) it will confoz•m substantially to the detailed cequirements of the item named in the
Conti•act Documents,
2. Substitirte Itenzs:
a. If in City's sole discretion an item of mater�ial 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 tnaterial 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 Ol 25 00 and;
1) shall cei�tify 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) wi Il 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 worl< on the Project) to adapt the design to the proposed
, substitute item;
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c) wllether incoi•poration or use of tlle proposed substitute item in connection with
the Worl< is subject to payment of any lice�lse fee or royalty; and
3) will identify:
a) all variations ofthe pro�osed substitute item fi�om that specified;
b) available engineering, sales, maintenance, cepair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result di1•ectly or
indirectly fi•om use of such substihrte item, including costs of ��edesign and Damage
Claims of other contractors affected by any j•esulting change,
B. Substitarte Construction Methods or Pf�ocedzn�es; If a specific means, method, technique,
sequence, or pcocedure of construction is expressly required by the Contract Documents,
Contractor may fu�•nish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to a(low City, in
City's sole discretion, to detecmine 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 Paj�agraph 6.OS.A,2.
C. Ci.ry's Evalzcation: 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 substihrte, 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 Guar•antee: City may require Contractor to furnish at Contractor's expense a special
performance guacantee, warranty, or other surety with respect to any substitute, Contractor shalX
indemn� ancl hold harn7less Cz.ry and af�yo»e directly or indirectly enaployed by thena fi°onz and
pg'C7/Y1SC Cl]?y Cl79CT C7II CJC!%/i1S, danzages, dosses arrcl expe»ses (including attorneys fees) arising out
of the use of sirbslituted materials or equdpn�ent.
E. Ciry's Cost ReimbZ�rsement; City wil( 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 �•equired to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
ceimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting fi•om the acceptance of each proposed
substitute.
F, Cor�tractor'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. Ciry Substitzrte Reimbzrrsernent: Costs (savings or charges) attz•ibutable 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 Corrcef°raing SZrbcontractors, Suppliers, anc/ Others
A. Contractor shall pei�form with his own organization, worlc of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Conh�actor 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 individua] 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 cequire the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supp(ementa�y
Conditions.
D. Minoriry and Wof��en Ou�ned Business Enterprise Compliance: It is City policy to ensure the full
and equitable participation by Minority and Women Business Enterprises (MWBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance
(as amended) by the following:
l. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City, Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Mater•ial misrepresentation of any nature will 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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shall cceate for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual ►�e(ationship 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, Suppliei•, or otliei• individual or entity except as may otherwise
be 1•equired by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Worlc of
Subcontl•actoi•s, Supplier�s, and other individuals or entities perfoi•ming or furnishing any of the
Worlc under a direct or indirect contract with Contracto��.
G. All Subcontl•actors, Suppliers, and such other individuals or entities per�forming or furnishing any
of the Worlc shall 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 oc Supplier which specifically
binds the Subconti•actor oc Supplier to the applicable terms and conditions of the Contract
Documents foc the benefit of City.
6.07 Wage Rates
A. Dury to pery Prevaiding Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Goveinment Code (as amended), including the payment of not less than the
cates 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 i•ates are included in these Contract
Documents,
B, Penalry 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 wor•ker• employed for each
calendar day or pa1-t of the day that the worl<er 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. Conaplaints of Violations and Ci.ry Deternaination of Good Cause, On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the info�7nation, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worlcer of its initial determination. Upon the City's
determination that there is good cause to be(ieve the Contractor or Subcontractor has violated
Chapter 2258, the City shall 1•etain the full atnounts claitned by the claimant or claimants as the
difference between wages paid and wages due under the pr•evailing wage rates, such amounts
being subh�acted from successive progress payments pending a final determination of the
violation.
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D. Arbit�•ation Required rf Violataon Nol Reso/ved, An issue relating to an alleged violation of
Section 2258.023, Texas Gove►•nment Code, incfuding a penalty owed to the City or an affected
worlcer, shall be submitted to binding arbitration in accordance with the Teaas General
Arbitration Act (Ai�ticle 224 et seq., Revised Stahites) if the Contractoi� or Subcontractor and any
affected worker does not resoive the issue by agreement before the 15th day after tlle date the
City malces its initial determination pursuant to Paragraph C above. If the persons requii•ed to
arbitrate under this section do not agr•ee on an arbit►•ator before the l lth day after the date that
arbitration is reauired, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction,
E. Records to be Maintainecl. The Contractor and each Subcontractor shall, foc a period of three (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 payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code,
G. Posting of Wage Rates. The Contractor shall post prevailing wage cates in a conspicuous place at
all times.
H. Subcorrtr�actor 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.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and �•oyalties 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 disclosed 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 pet�mitted by Lcn��s and Regulatiof�s, Contractor shadl indemnify af�d hold
has•naless City, frorrz and against all claims, costs, losses, and damages (including bui not limited
to all fees and charges of e�gineers, architects, attorneys, and othef� professiorrals and all coarrt
or arbitration or other dispa�te resolution costs) af"ISIl'lg OZII Of OY' 7^2Ipi11�g l0 C7Y!)� lYlf •inge»�ent of
patent rights of° copy�•ights incident to the z�se in the perforn�ance of the Woi�k or resatlting fi�om
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the incor�oration� in the Worlc of a»y inver�tio���, design�, pirocess, pi^oduci, or device ��ol specified
if� the Co��fract Doczrnaents.
6.09 Permits and Utilities
A, Conh°acto�^ obtaii�ec� per»aits a»d licenses. Contractor shall obtai�� and pay foy all constcuction
permits and licenses except those provided for in the Supplementai•y Conditions or Contract
Documents, City shall assist Contractor, when necessary, in obtaining such permits and licenses,
Cont�•actoi• shall pay all governmental charges and inspection fees necessary for the pi•osecution
of the Worlc wliich al•e applicable at the time of opening of Bids, or, if tllere are ►lo Bids, on the
Effective Date of the Agi•eement, except for permits provided by tlle City as specified in 6.09,B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B, Ciry 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 Contractoi•'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 i•esponsible for obtaining
c(earances and coordinating with the appr•opriate regulatoiy agency, The City will not reimbuyse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are pei•mits tl�e City will obtain if cequired:
1. Texas Department of Tcansportation Permits
2. U.S. Army Corps of Enginee��s Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding pern�its and licef�ses. The City anticipates acquisition of and/or access to per�mits
and licenses. Any outstanding pei•mits and licenses ai•e 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 RegarXations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Worl<. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations,
B, If Contractor performs any Work lcnowing or having reason to 1<now 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
Conteactor's obligations under Pal•agrap113.02.
C. Changes in Laws or Regu(ations not laiown at the time of opening of Bids having an effect on
the cost or time of perfortnance of the Worl< may be the subject of an adjustment in Contcact
Price or Contract Time.
6.11 Tc��es
A. On a contract awarded by the City, an oi�ganization 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 e�emption certificate in lieu of the tax,
said exemption certificate to comply with State ComptrolleT•'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 Comptrollei•'s Ruling .O1 l, 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 TaY Division
Capitol Station
Austin, TX 78711; or
2. http://���ww.window.state.i�.us/ta�info/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Li»7itation on Use of Site and Other Areas:
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 Worlc.
2. At any time when, in tlle 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 pl•ogress before work is commenced on any additional
area of the Site.
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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. Pursz�ant to Paragraph 6,21, Co��tracJo�• shald indemn� ai�d hold h�n�mdess Ciiy, fi•om and
against all clar»�s, costs, dosses, and dainages arrsing out of or �°elating to a»y claz»� of°
action, legal or eqiritable, b�°oughi Uy ai�y s�uch oiane�^ oi° occupant agai�st Cily.
B. Removal of Debris Dzcri��g Pe�fo�°rnai�ce of the Wo��k.• Ducing the pcogress of the Work
Contractor shall I<eep the Site and othei� a��eas fi•ee fi�om accumulations of waste matecials,
rubbish, and othei• debris. Removal and disposal of such waste materials, rubbisll, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintena»ce Cleanrng: 24 hours after written notice is given to the Contractor tllat the
clean-up on the job site is pi•oceeding in a mannec unsatisfactory to the City, if the Contractor
fails to coi•rect the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to cor�•ect 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 fi�om the monies due or to become due to the Contractor.
D. Fir�al Site Cleaning: Prior to Final Acceptance of the Worlc Conti•actor shall clean the Site and
the Worlc and malce it ceady for utilization by City or adjacent property ownec. At the completion
of the Worlc Contractor shall remove fi•om the Site all tools, appliances, constj�uction equipment
and machinery, and surplus materials and shall restore to original condition o�• better all property
distucbed by the Worl<.
E. Loading Struclures: Contractor shall not (oad nor permit any pa1�t of any stcucture to be loaded
in any manner that will endanger the structure, nor shall Contracto�� subject any part of the Worl<
or adjaeent property to stresses or presstn�es that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at tlle 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 recoj•d 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 Scrfery and Protectior�
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Worlc. Such responsibility does not celieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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talce all necessa�y precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on tlle Site or who rnay be affected by the Worlc;
2, all the Work and materials and equipment to be incorporated therein, whether in sto��age on
or off tile Site; and
other property at the Site or adjacent tllereto, including trees, shcubs, lawns, wall<s,
pavements, roadways, structures, utilities, and Undei•ground Facilities not designated for
removal, relocation, or replacement in the course of constiuction.
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 ownecs of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Worlc may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their propey-ty.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requir•ements of Contractor's safety program, if any,
with which Ciiy's ernployees 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.A3 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 Represet�tative
Contractor sliall inform City in writing of Contracto�•'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 among
employers in accordance with Laws or Regulations.
617 Emefgencies and/or Rectification
A. In emer•gencies affecting the safety or protection of persons or the Work or propeMy at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injuiy, or loss.
Contractor shall give City prompt written notice if Conti•actor believes that any significant
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changes in the Worlc or variations fi•om the Contract Documents have been caused thereby or are
required as a result thereof. 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 fi•om the City to rectify a►ly discrepancies,
omissions, or correction necessary to conform with the t•equirements of the Contract Documents,
the City shall give the Contractor written notice that such woi•I< or changes are to be performed,
The written notice shall direct attention to the discrepant condition and request the Contractor to
talce remedia( action to coi-��ect the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause foc not taking the proper action,
within 24 hours, the City may talce such cemedial action with City forces or by contract. The City
shall deduct an amount equal to t11e entire costs for such remedial action, plus 25%, fi•om any
funds due or become due the Contr•actor on the Project.
6.18 Subrnittals
A, Contractor shall submit cequired 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 cequire.
1. Submit number of copies specified in the General Requirements,
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in confoi•mity with the Contract
Documents unless otherwise required by City,
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
talce responsive action may be so identified in the Contract Documents.
6. 5ubmit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pei�tinent 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 litnited 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. City's Review:
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 tlle 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
p��ocedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation fi�om 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 Cont��act Documents.
6.19 Continui»g the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements wiih City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's Gerreral Wczrranty 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:
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 teac under normal usage.
C. Contractor's obligation to perform and complete the Worl< in accocdance with the Contract
Documents shall be absolute. None of the following will constihrte an acceptance of Work that is
not in accordance with the Contract Documents or a release of Coi�tractor's obligation to perforin
the Worlc in accordance with the Contract Documents;
1. observations by City;
2. recommendation or payment by City of any progress or final paytnent;
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 Worl< by City.
D. The Contractor shall cemedy any defects or darnages in the Worl< and pay for any damage to
other work or property cesulting therefi�om which shall appear• within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer pel•iod is specified and shall
furnish a good and sufficient maintenance bond, cotnplying with the �•equirements of Ar�ticle
5.02,B. The City wi(1 give notice of observed defects with reasonabfe 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 atl claims
arising out of, or alleged to arise out of, tUe worlc and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN
PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its of�cers, agents, employees, subcontractors,
licensees or invitees ander this Contract. THIS INDENiNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERAT� AND BE EFFECTIVE EVEN IF IT TS
ALLEGED OR PRO'VEN 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 Delegatio�� of Pt�ofessio��al Design Se��vices
A. Contractor will not be required to provide professional design sei•vices unfess such services are
specifically required by the Contract Documents for a poi�tion of the Work or unless such
services are required to carry out Contractor's cesponsibilities for consti•ttction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional celated 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, caiculations, 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 foc the limited pui•pose of checking for conformance with performance and
design criteria given and the design concept expressed in the Conh•act 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 shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the i•ight to examine and photocopy any directly
pertinent books, documents, papers, and records of the Cont�•actor involving transactions relating
to this Contract, Contractor agrees that the City shall have access during Regular Working Houi•s
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) year•s afte�• 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 Worlcing Hours to all
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Subcontractoi• facilities, and shall be pl•ovided adequate and approp��iate work space in ocdei• to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contt•actor and Subcontl•actor agi•ee to photocopy such documents as may be requested by the
City. The City agrees to reimbui•se Contr•actor 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 Nondisc�°in�inatioj�
A. The City is responsible for operating Public Transpoj-tation Programs and implementing transit-
celated projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transpoctation and the Federal Transit Administration (FTA), without
discriminating against any person in dle United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as af��ef�ded: Contractor shall comply with the requii•ements of
the Act and the Regulations as fi►rther defined in the Supplementaiy Conditions for any project
receiving Federal assistance,
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Related Work at Sire
A. City may perform other worlc celated to the Pcoject at the Site with City's employees, or other
City contractocs, or thi•ough other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted i» the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other worlc; and
B. Contractor shall afford each other contractor who is a pa�-ty to such a direct contract, each utility
owner, and City, if City is performing other worlc with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other worl<, and
properly coordinate the Work with theirs, Contractor shall do all cutting, fitting, and patehing of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other worl<. Contractor shall not endanger any worlc of
others by cutting, excavating, or othe��wise altering such worlc; provided, however, that
Contractor may cut or alter othe�s' worlc with the written consent of City and the others whose
work will be affected.
C, If the proper execution or results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other worlc and pramptly repoi�t to
City in writing any delays, defects, or deficiencies in such other worlc that render it unavailable
or unsuitable for the proper execution and results of Contractoi•'s Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integr•ation with
Contractor's Work except for latent defects in the worlc provided by others.
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7.02 Coordinatios7
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 foi• coordination of the
� activities among tlle various contractors will be identified;
2. the specific matters to be covered by slrch authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities wifl be provided.
B. Unless otlierwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Commttnications to Contractor
Except as otherwise provided in the Supplementa�y Conditions, City shall issue all communications
to Contractor.
8.02 Fur�nish Data
City shall timely furnish the data cequired under the Contract Documents.
8.03 Pay When 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 reiating 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 Lii�7itations on Crty's Res�onsrbrlities
A. The City shall not supervise, dij�ect, or have control or authority over, nor be responsible for,
Cont��actor's means, methods, techniques, sequences, or procedttres of consti•uction, 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 Worl<, City will not be responsible for
Contractor's fail��re to perform the Worl< in aecordance with the Contract Documents,
B, City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Haza�•doirs Envirof�rnental Cot�dition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4,06.
8.09 Cof�apdiarrce tivith Safety P�rogra»i
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 DURING CONSTRUCTION
9.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9,02 Visits to Site
A. City's Project Rep►•esentative will malce visits to tlle 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 cequired to rnal<e exhaustive or continuous inspections
on the Site to check the quality or quantity of the Woi•k, 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 Atrthoi�ized Va�°iations in Work
9.04
9,05
• 1.
City's Project Representative may authorize minor variations in the Worlc fi•om the requirements of
the Contract Docuinents which do not involve an adjustment in tlle Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a fimctioning 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 Wo��k involved promptly.
Rejecting Defective Work
indicated by the Conh�act Documents. City will have authority to conduct special inspection or
testing of the Worlc as provided in Ai�ticle 13, whether or not the Work is fabricated, installed, or
completed,
City will have authority to reject Work which City's P�•oject 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
Deter�n.inatio�s for Work Perfornaed
Contractor will determine the actual quantities and classifications of Work performed, City's Project
Representative will review with Contractor the preliminaiy 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).
Decisions on Requirements of Contract Documents and Acceptabiliry 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; CLATMS; EXTRA WORK
10.01 Azcthorized Changes in the Woj•k
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 Worlc not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City,
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10.02 Ui�az�thorizecd Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any worlc performed that is not required by the Conh�act Documents as
amended, modified, or supplemented as provided in Paragi•aph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall e�ecute appropriate Change Ordets covering:
changes in the Work which are; (i) ordered by City pursuant to Paragraph lO.OI.A, (ii)
required because of acceptance of defective Worlc 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 amotmt of time for Work actually performed,
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, 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 lceep accurate account of the actual
reasonable cost thereof. Contyact Claims cegarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations fi•om the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of p(ans showing the actual installation.
C. The compensation agreed upon fo�• Extra Work whether or not initiated by a Change Ocder shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Worl<, whether said costs are known, unlcnown, foreseen or unforeseen at that
time, including without limitation, any costs foc delay, extended overhead, ripple ot• impact cost,
or any other effect on changed or unchanged worlc as a result of the change or Extra Work,
10.05 Notification to Su��ety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
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10.06 Contr�act Clairns Process
A. City's Decision Reqz�i�°ed: 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 eYercise by Contractor of any rights o�• remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims,
B. Notice:
1. Wi•itten notice stating the general nature of each Contract Claim shali be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
��esponsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contj•act Claim, with supporting data shall be delivered
to the City on or before 45 days fi�om the sta��t of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accw�ate 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 accoT•dance with
the provisions of Paj•agraph 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
claimant's last submittal (unless Contr•act allows additionai tirne),
C. City'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 wi•itten action under Paragraph 10.06.0 will be flnal and binding, unless City or
Contractor invoke the dispute resol�.ztion pi�ocedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contcact Time will be valid if not
submitted in accordance with this Paragi•aph 10.06.
ARTICLE ll— COST OF THE WORIC; ALLOWANCES; UNIT PRIC� WORK; PLANS
QUANTITY MEASUREMENT
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 l 1.O 1.B, necessacily incurced and paid by Contracto�� in the proper performance of the
Woi•k. Wlien the value of any Work covered by a Change Ordec, the costs to be reimbursed to
Contractor will be only those additional or incremental costs i•equi��ed because of the change in
the Work, Sucl1 costs shall not include any of the costs itemized in Paragrapll I 1.O 1.B, and shall
inchtde but not be limited to the following items;
Payroll costs for employees in the direct employ of Contractoi• in the performance of the
Wor•lc under schedules of job classifications agt�eed upon by City and Contractor, Such
ernployees shall include, without limitation, supei•intendents, foremen, and other personnel
employed full time on the Worlc. Paycoll costs for employees not employed full time on the
Work shall be appor�tioned on the basis of their time spent on the Work, Payroll costs shall
include;
a. salat•ies with a 55% markup, or
b. salaries and wages plus the cost of fi•inge benefits, which shall include social security
contributions, unemployment, excise, and payrol( taxes, worlcers' compensation, health
and retirement benefits, bonuses, sicic leave, vacation and holiday pay applicable thereto,
The expenses of performing Worlc outside of Regular Wocicing Hours, Weel<end
Worlcing 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 Contr•actor 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, machinejy, or parts shall cease when the use thereof is no longer necessaty
for the Work.
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4. Payments made by Contractor to Subcontractois 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 Worl< and fee shall
be dete�•inined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of specia( 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 worlcers, which are consumed in the performance of the Work, and cost,
less marlcet 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
perfoimance 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 wllose 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
puipose of determining Contractor's fee,
f. The cost of utilities, fuel, and sanitaj•y 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 oi premiums for all bonds and instu�ance Contractor is requii•ed by the Contcact
Documents to put�chase and maintain.
B. Costs Exclzrded: The term Cost of the Wocic shall not include any of the following items;
Payroll costs and other cotnpensation of Contractoc's officers, executives, principals (of
partnecships and sole pr�oprieto��ships), general managers, safety manager•s, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contcacting agents,
expediters, timel<eepers, clerlcs, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general admi��istration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11,O1,A.1 oc specifically covered by Pacagraph 11.O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's pri�lcipal and bt•ancll offices other than Contractoc's office at the
S ite.
Any part of Contractor's capita( eapenses, including intel•est on Contractor's capital
employed for the Work 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 Worl<, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead of• general expense costs of any I<ind.
C. Cont�°actor's Fee: When all the Worlc 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 Worlc covered by a
Change Order for an adjustment in Contract Price is detej•mined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12,O1.C.
D. Docun�entation: Whenever the Cost of the Worlc for any purpose is to be determined pursuant to
Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records the�•eof in
accordance with generally accepted accounting practices and submit in a fonn acceptable to City
an itemized cost beeakdown together with supporting data.
11,02 Allowances
A, Specified Aldowance; 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. P�°e-bid Allo�vances:
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 all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pi•e-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. Continge�zcy Allotivance: 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 Wo►•Ic an atnount 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. Wo��k 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 pai•t 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 Exh�a Work in
accordance with Paragraph 10.01,
1. If the changes in quantities or the alterations do not significantly change the character of
worlc under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the chaiiges in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Oi•der.
If no unit prices exist, this will be considered Extra Worlc and the Contract will be amended
by a Change Ol•der in accordance with Article 12.
4. A significant change in the character of worlc occurs when:
a. the chai•acter of work for any Item as altered differs matei•ially in kind oi• nature fi�om that
in the Contract or
b, a Major Item of work vai•ies by more tha�i 25% fi•om the original Contract quantity.
5. 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 worl< that is above 125%.
6, When the quantity of worlc to be done under any Majoi• Itern of the Contract is less than 75%
of the oi�iginal quantity stated in the Cont�•act, then either party to the Contract may request
an adjttstment to the unit price.
11,04 Pla»s Qiiantity Measzrf°en��ef�t
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 undei• "Price and Payment Procedures" for specific Items) fi�om the total
estimated quantity for an individual Item ol•iginally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized worlc 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 A�•ticle 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased oc
decreased by the amount involved in tlze change, and the 25% variance will apply to the new
plans quantity. '
D. If the total Contract quantity rnultiplied by the unit price bid for an individua( Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
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 oj• non-site specific Cont�•acts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Cof�lf�ctct Pi°ice
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 12.01.C.2), and shall include the cost
of any secondaiy impacts that are foreseeable at the time of p1•icing the cost of Extra Wo�•k;
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.O1.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
fol lows:
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 Worlc
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 11.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 Worlc, at whatever
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tier, will be paid a fee of 15 pei•cent of the costs incurred by such Subcontractoi• under
Pai•agraphs 11.O1,A.1 and 11.O1.A.2 and that any higher tier Subcontractor and
Contt•actor 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 exeess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11,O1.A.6, and
11.O1.B;
the amount of credit to be allowed by Contractor to City for any change which results in
a net deci•ease in cost will be the amount of the actual net deccease 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 Cont��act Tin7e
A. The Contract Time may only be changed by a Change Order,
B, No extension of the Contract Time will be allowed for �xtra Worlc 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 Conti•actor can show by Critical Path Method analysis how the Extra Wori< or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contj•actor is reasonably delayed in the perfor•mance or completion of any part of the
Woi•(c 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 Contcactor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractois performing other worl< as
contemplated by Ai�ticle 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 cout-t or arbitration 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 eontrol 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 — T�STS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANC� OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Wock of which City has actual 1<nowledge will be given to Contractor.
Defective Work may be rejected, coi•rected, or accepted as provided in this Ai�ticle 13.
13.02 Access to Y�ork
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at ��easonable times for their observation, inspection, and
testing. Contr•actor 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 thereofl to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, i•etests 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
Supplementaiy 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
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 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 undec this' Section 13,03 D shall be paid dii•ectly to the
Testing Lab by Contractor, City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing L,ab, City will not issue Final Payment until the Testing
Lab is paid.
E. If 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 Worlc as provided in Paragi•aph 13.03.E shall be at Contl•actoi•'s expense,
G. Contcactor shall have the right to malce a Contract Claim cegarding any cetest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A, If any Worlc is covered contcary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncover•ed for City's observation and replaced at Contractor's
expense,
B. If City conside�s it necessary or advisable that covered Worlc be observed by City or inspected or
tested by others, Contractor, at City's request, shal) uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Worlc in question,
furnishing all necessary labor, material, and equipment.
If it is found that the uncovered Worlc is defective, Contracto�• shall pay all claitns, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all cou��t 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 work of othels); or City shall be entitled to accept defective Worl< in
accordance with Paragraph 13.08 in which case Cont�•actor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Work,
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 to
such uncovering, exposure, obse�vation, inspection, testing, replacement, and ceconstruction,
13,05 Ciry May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient slcilled worlcers or suitable materials
or equipment, or fails to perform the Worl< 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 Cori°ection o�° Removcrl of Defective T�Vork
A. Pcomptly 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 pi•ofessionals and all
coui�t 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 1•epair or replacement of work of othei•s).
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 wouid void or otherwise impair City's special warranty and
guarantee, if any, on said Work,
13.07 CoNf•ection 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 land 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 City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2, eorrect such defective Work; or
3, if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the worl<
of others or other land or areas resulting therefi•om.
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 Worl< removed and replaced, All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and repiacement (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 whece 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 Worlc (and damage to other Worl< cesulting therefi•am) has been corrected or
removed and ceplaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be i•equired to be eYtended for an additional period of one yeat� after the end of
the initial correction peciod. City shall provide 30 days written notice to Contcactor should such
additional warl•anty covei•age be required. Contractor may dispute this requii•ement by filing a
Contract Claim, pursuant to Paragraph 10,06.
E. Contractor's obligations under tliis Pacagraph 13.07 ace in addition to any other obligation or
warranty, The provisions of this Paragraph 13,07 shall not be constj�ued as a substihrte for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptarrce of Defective Wor�k
If, instead of requiring correction or ��emoval and replacement of defective Worlc, City prefe�s to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and cllacges of engineers, ai•chitects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Woi•Ic and for the diminished vahae of the Work to the extent not otherwise
paid by Contractor, If any such acceptance occurs prioc to Final Acceptance, a Change Oi•der will be
issued incorporating the necessary cevisions in the Contract Documents with respect to the Worl<,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written �lotice fi�om City to correct defective
Work, or to remove and replace i•ejected Worlc as requii•ed by City in accot•dance with Paragrapl�
13.06.A, or if Contractor fails to pei•form the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contj•act Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency,
B. In exercising the rights and cemedies under this Par�agraph 13.09, City shall proceed
expeditious(y. In connection with such cori�ective or remedial action, City may exclude
Contractor fi•om all or pa��t of the Site, take possession of all or pa��t of the Worlc and suspend
Contractor's services related thereto, and incorporate in the Worlc all materials and equipment
incorporated in the Worl<, stored at the Site or for which City has paid Conti•actor but which are
stored elsewhere. Contractor shall allow City, City's repr�esentatives, 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, aT•chitects, attoi•neys, and other professionals and all cout�t o1• other dispute resolution
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costs) incurred or sustained by City in e;cercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incoi•porating the
necessary revisions in the Contract Documents with respect to the Wo►•1<; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an eYtension 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 AND COMPLETION
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 Prog��ess Payn�ents
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 shall 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 suppoi�ting 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 City'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 dischar•ge Contractor's legitimate obligations
associated with prior Applications for Payment,
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Revietiv ofApplicatio�vs:
City will, after ceceipt of each Application foi• Payment, either indicate in writing a
recommendation of payment or return the Application to Contractoe indicating reasons for
refiasing payment. In the latter case, Conti•actoi• may malce the necessaiy 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 eYecuted Worlc, and on City's ceview 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;
the quality of the Woric is generally in accordance with the Contract Documents (subject
to an evaluation of the Worlc as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in tlle Contract Doeuments, a final
determination of quantities and classifications for Worlc performed under Paragraph 9.05,
and any other qualifications stated in the recom�nendation).
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, e:ctended to every aspect of the Worlc in pr•ogi•ess, 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 Contj•actor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with I,aws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any pai�t of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revolce
any such payment previously made, to such extent as may be necessa�y 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 t•educed by Change Orders;
d. City has been required to coi•rect defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual Icnowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retairrage:
1. For contracts less than $400,000 at the time of execution, cetainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liqzridated Damages. For each calendar day that any work 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. Payr��ent: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reductiora in Paynze»t:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Worlc, 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 occui•cence 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 War�•anty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorpoi•ated 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 Woi•lc. City at any time may notify Contractor in writing to
permit City to ttse or occupy any such pai�t of the Worlc which City determines to be ready for its
intended use, subject to the following conditions;
l, Contractor at any time may notify City in writing that Contractor conside�s any such pai�t of
the Worlc ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14,OS.A.1, City and
Contractor shall malce an inspection of that part of the Work to determine its status of
completion. If City does not consider that pai�t of the Worlc to be substantially complete, City
will notify Contractor in writing giving the reasons therefor,
3. Pal�tial Utilization will not constitute Final Acceptance by City.
14.05 Finallnspectioi�
A. Upon written notice from Contractor that the enti�•e Wo��l< is complete in acco�•dance with the
Contract Documents:
1. within 10 days, City will schedule a Final Inspection with Contractor.
2, City will notify Cont��actor in writing of all paa•ticulaj•s in which this inspection reveals that
the Wock is incomplete or defective. Contractor shall immediately tal<e stach measures as ace
necessary to complete such Wo�•lc or remedy such deficiencies.
B. No time charge wil! be made 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 Firral Acceptance
Upon completion by Conh•actor to City's satisfaction, of any additional Worl< identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptanee.
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14.07 Fif�al Payn�errt
A. Applicatiorr. for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractoi• may make an application for
final payment following the proceduce for progress payments in accordance with the
Contract Doctiments,
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, inc(uding but not limited to the
evidence of insurance required by Paragrapll 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contr�actor 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 Dz�e: �
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 Con7pletion Delayed ai�d Partial Retaif�age 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 t11e Work 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 Retcrii�age Release. For a Contract that pcovides for a separate vegetative establishment
and maintenance, and test and performance periods following the completio►1 of all other
construction in the Contract Documents for all Work locations, the City may i•elease a poi�tion of
the amount retained provided that all other worl< is completed as determined by the City, Before
the release, all submittals and final quantities must be comp(eted and accepted foc all other worlc.
An amount sufficient to ensure Contract compliance will be i•etained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the worlc under the Contract
Documents or any act or neglect of City related to or connected with the Conti•act.
ARTICLE 15 — SUSPENSION OF WORIC AND TERMINATION
15,01 Ci.ry May St�spend Work
A, At any time and without cause, City may suspend the Work or any portion thereof by wcitten
notice to Contractor and which may fix the date on which Worl< will be i�esumed. Contractor
shall resume the Work on the date so fixed. Diu�ing temporaty suspension of the Work covered
by these Contract Documents, foc any reason, the City will make 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 Worlc 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 pt•ecaution to prevent damage or
deterioration of the worlc performed; he shall provide suitable drainage about the worlc, and erect
temporaiy structures where necessaty.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and rehu•ning the
necessary equipment to the job when it is dete�•mined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contcactor 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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15,02 City Mc�y Te�°mii�ate for Cause
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:
1. Contractor's persistent failure to perform the Worlc in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workeis or
suitable materials or equipment, failtn�e to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted fi�om time to ti►ne pursuant to Paragraph 6,04, or failure to adhere
to the City's MWBE ordinance established under Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contcactor's repeated disregard of the authority of City; or
4. Contcactor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's fa'rlure to promptly make good any defect in materials or workmanship, or
defects of any nature, the co��cection of which has been directed in wciting by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrotn 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 Work satisfactorily; or
8. Contractor commences legal action in a court of competent juj•isdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failuce to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. 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 tenninated, Surety shall be obligated to tal<e over and pe�•form the
Worlc. 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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obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. Tf City completes the Worlc, City may exc(ude Contractor and Surety fi�om the site and
take possession of the Wori<, and all materials and equipment incorporated into the Worl<
stored at the Site or for which City has paid Contractor or Stn�ety but which ace stoced
elsewhere, and finish the Wol•k as City may deem expedient.
Whether City or Surety completes the Worlc, Conti•actoc shall not be entitled to ceceive any
fiu•ther payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of oi• 1•esulting
fi•om completing the Worlc, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City,
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies undec this Paragraph, City shall
not be required to obtain the lowest price foc the Worl< performed.
4. Neithei• City, nor any of its respective consultants, agents, office��s, dil•ectoi•s or employees
shall be in any way liable or accountable to Contractor or Surety for the method by whieh the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. CiTy, notwithstanding the method used in completing the Contract, shall not forfeit the �•ight
to recover damages from Contractor or Surety for Contractor's faih�re to timely complete the
entire Contract. Contracto�� shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Worlc shall continue to be Contractoi•'s and Sur•ety's responsibilities as
provided for in the bond req��irernents of the Conti•act Documents oc any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's serviees will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so te�•minated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payrnent of moneys due Contractor by City will not t•elease Contractor fi•om liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedui•es of that bond shall not supersede the provisions of this
Article.
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15.03 City May Terminate Fof� Con�venie»ce
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Worlc under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts foi� materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3, terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of ter•mination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a pai�t of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b, the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been compieted, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6, take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a titne not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventoiy not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of tlie items or, if the items
are stored, within 45 days fi�om 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 fol•m and with the certification pi•escribed 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, Contcactor shall be paid fo�• (without duplication of any items):
1. completed and acceptable Worl< executed in accordance with the Contcact Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prioc to the effective date of termination in performing serviees and
fitrnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and pi•ofit 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 ot•
cesulting from such termination,
ARTICLE 16 — DISPUTE R�SOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim subtnitted for a decision
under Paragraph 10.06 before such decision becomes final and binding, The request for
mediation shall be submitted to the othe�• pai•ty to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10,06.E.
B. City and Co�itractor 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 Clairn is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragr•aphs 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 involce any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contcact Claim to another dispute i•esolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a coui�t of
competent jurisdiction.
ARTICLE 17 — MISCELLAN�OUS
17,01 Givifzg Noiice
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 individua] 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 (ast 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 pe�•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 Czrmulative 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 aT•e not to be construed in any way as
a limitation of, any rigllts and i•emedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply. �
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17.04 Sac��vivaC of Obligations
A(1 representations, indemnifications, waci•anties, and guarantees made in, requii�ed by, or given in
accordance with the Contract Docwnents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Worl< or
termination or completion of tlie Conti•act o►• termination of the services of Conti•actor.
17,05 Headings
Article and pai•agraph headings are insei•ted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
007300-1
SUYPLGMENTARY CONDITIONS
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITTONS
Su�plementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. Ail 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 deiined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are insri•uctions 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, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A.1., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
April 30, 2012
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 fi�om 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.
SG4.OlA.2, "Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-16)
01926
007300-2
SUPPLEMENTARY CONDITiONS
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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 April 30, 2012:
EXPECTED UTILITY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
"None"
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IS
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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., "Subsu►•face and Physical Conditions"
Tlie following are reports of explorations and tests of subsurface conditions at the site of the Worl<: 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 Worlc
"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., "Certificates of Insurance"
The entities listed below are "additional insw�eds 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 Insurance"
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 requii•ed by laws and regulations:
5.04A. Worlcers' Compensation, under Paragraph GG5.04A.
Statutory lir��its
En�ployer's liabiliry
$100,000 each accident/occu���•ence
$100,000 Disease - each e�nployee
$500,000 Disease - policy limit
SG5.04B., "Contractor's Insurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-16)
01926
007300-3
SUPPLEMENTARY CONDITIONS
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5.048. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability Insurance
unde�• Paragraph GG5,04B., which shall be on a per project basis covering the Contractor with
minimum limits of:
$I,000,000 eacli occurre��ce
$2, 000, 000 aggregate linlit
The policy must have an endo�sement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile Liability, under Paragraph GC-5.04C, Contractor's Liability Insurance under
Pa�•agraph 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 b�jury per accide��t /
$100,000 Property Dmnage
SC-5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross raih�oad properties and tracks: "None".
The Conri•actor shall conduct its operations on railroad properties in such a manner as not to interfere with,
hinder, or obstruct tha railroad company in any manner whatsoever in the use or operation of its/their trains
or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
Entry Agreement" with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to t11e 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 reguired 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 ci•oss,
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 SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-16)
01926
00 73 00 - 4
SUPPLEMENTARY CONDITCONS
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1. 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
raih�oad company, separate coverage may be required, each in the amow�t stated above.
2. Where more than one raih�oad company is o�erating on the same right-of-way or where several
�•ailroad companies are involved and operated on their own separate riglits-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, othei� work or activity is proposed on a
railroad company's right-of-way at a location entirely separate from the grade sepacation or at-
grade crossing, insurance coverage for this work must be included in the policy covering the grade
sepa�'ation.
4. If no grade separation is involved but other worl< is pi�oposed on a cailroad 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 worlc or activities on a railroad company's property to be performed by the Contt�actor shall be
commenced unti] the Contractor has furnished the City with an original policy or policies of the insurance
for each railroad company narned, as required above, All such insurance must be approved by the City and
each affected Railroad Company prior to the Cont��actor's beginning work.
The insurance specified above must be carcied until all Worlc to be perfoimed 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 worlc 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 h�acks involved in the Project.
SC-6.04., "Project Schedule"
Project schedule shall be tie�� 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, Heavy & 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 Peimit
SC-6.09B. "City obtained permits and ►icenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
"None".
SC-6.09C. "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of April 30,
2012: "None"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-16)
01926
007300-5
SUPPLEMENTARY CONDITIONS
1'age 5 of 5
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2 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION
"None"
TARGET DATE
OF POSSESSION
3
4 SC-7.02., "Coordination"
5
6 The individuals or entities listed below have conh�acts �vith the City for the performance of other work at
7 the Site:
Vendor Seo e of Worlc Coordination Authorit
uNone" ��None" ��N011e�>
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10 SC-S.O1, "Communications to Contractor"
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12 Section Ol S8 13: Te»Tporury Project Sigrrage
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14 Da�rirzg construction, two project szg�ts s/tall be provided for erze/t street under eonstruction
15
16 All reinoverl material/debris h:ust be hta�le�l off fo a stcitRble �lunzpsite wit/tirt tlte sa�rte day
17
18 Co�rtrrrctor sl�all saw-cr�t crcrb & gulter and/or paverne�rt prior to rerr:ova[
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20 Contrnctor slrnll backfrll behilid f/re curb, driveivays, sidewa/ks, ADA ra»tps and etc. ►vit/tin five days
21 from tl:e date of completiorz
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23 SG9.01., "Ciiy'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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28 SC-13.03C., "Tests and Inspections"
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30 "None"
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32 SC-16.O1C.1, `�Methods and Procedures"
33 "None"
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3� END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised April 3, 2012
oi i�oo-�
SUMMARY OF WORK
Page 1 of 3
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4 1.1 SUMMARY
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S�CTION O1 11 00
SUMMARY OF WORIC
A. Section Includes:
1. Summaty of Work to be performed in accordance with the Contract Documents
B. Deviations fi�om this City of Fort Woi-th Standard Specification
1. Nove,
C. Related Speci�cation Sections include, but are not necessarily limited to"
I. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Worlc associated with this Item is considered subsidiaiy to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFEItENC�S [NOT USED]
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1.4 ADMINISTRATIVE R�QUIREMENTS
A. Work Covered by Contract Documents
1. Worlc is to include furnishing all- labor, materials, and equipment, and performing
all Work necessa�y for this construction project as detailed in the Drawings and
Specifications.
:
C.
Subsidiary Work
1, Any and all Work specifically govecned 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 P��oposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be inch►ded 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 tha Site.
3. Use and occupy only poi�tions 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 l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
o� i� oo-a
SUMMARY OF WORK
Page 2 of 3
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a.
�
c.
A reasonable amount of tools, materials, and equipment for construction
p�n•poses may be stored in such space, but no more than is necessaiy to avoid
delay in the construction operations.
Excavated and waste materials shall be stored in such a way as not to interfere
with the use of s�aces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the opecation of the railroad.
1) All Work shall be in accordance with raih�oad requirements set forth in
Division 0 as well as the �•ailroad permit.
t 1 D. Work within Easements
12 1. Do not enter upon private property for any purpose without having previously
13 obtained permission from the owner of such propei-ty.
14 2. Do not store equipment or material on private property unless and until the
I S specified approval of the property owner has been secured in writing by the
16 Contractor and a copy furnished to the City.
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3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to malce possible proper p��osecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbe�y, plants,
lawns, fences, culvei�ts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporaiy fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hotn�s in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corpocation, 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 tempo�•ary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work associated with easements, including removal,
temporaiy closures and replacement, shall be subsidiary to tlle various items bid
in the project proposal, unless a bid item is specifically provided in the
proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1,2011
HMAC SURFACE OVERLAY (2012-16)
01926
Ol I100-3
SUMMARY OT' WORK
P�ge 3 of 3
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1.5 SUI3MITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�ll]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAG�, AND HANllLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT US�D)
112 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT US�DJ
11
12
13
�ND OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPGCIFiCATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
Ol 31 19 - I
PRECONSTRUCTION MGETING
Pagc 1 of 3
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3 PART1- GENERAL
SECTION 0131 19
PRECONSTRUCTION MEETING
4 l.l 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 administf�ation procedtiires
8 B. Deviations fi•om this City of Fort Worth Standard Speciftcation
9 1. None.
10
11
12
13 1.2
C, Related Speci�cation Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contcact Foi•ms and Conditions of the Conh�act
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDUR�S
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidia�y to the vacious items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualifed and authorized to act on behalf of the entity each i•epresents.
3. Meeting administered by City may be tape recorded,
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1, A preconstruction meeting will be held within 14 days after the 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
comp(eting 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
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS 01926
Revised July l, 2011
01 31 19 - 2
PR�CONSTRUCT[ON MEL•'TING
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e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Pceconstructiou Meeting.
5. Preliminaiy Agenda may include:
a. Introduction of Project Pecsonnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contt�actoc's wocic plan and sclledule
e. Contract Time
f. Notice to Proceed
g. Constiuction Staking
h. Progress Payments
i. EYtra Worlc and Change Order P�•ocedures
j. Field Ordeis
k. Disposal Site Letter foc Waste Material
L Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Worlc Noti�cation
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's i•epresentative for operations of existing water
systeins
v. Storm Water Pollution Prevention Plan
w. Coordination with other Cont1•actors
x. Early Waining System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedm�es
cc. Substitution Procedures
dd, Correspondence Routing
ee. Record Drawings
ff. Temporaiy constcuction facilities
gg, M/WBE pcocedut•es
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
01 31 19 -3
PRGCONSTRUC'1'lON MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTTON SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NqT USED]
6 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USrll]
7 1.11 FIELD [SIT�] CONDITIONS [NOT US�D)
8 1.12 WARI2ANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
m
12
13
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIF[CATTON DOCUMENTS 01926
Revised July l, 2011
013120-1
PROJECT MEETINGS
P�ge I of 3
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4 1.1 SUMMARY
5
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SECTION O1 31 20
PROJECT MEETINGS
A. Section Includes:
1. Pi•ovisions foi• project meetings tllcoughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential pr�oblems
B. Deviations this City of Fort Worth Standard Specification
1. None.
11 C. Related Specification Sections include, but are not necessarily limited to:
12 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
13 2. Division 1— General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measui•ement and Payment
16 1. Work associated with this Item is considered subsidiaiy to the various items bid,
17 No separate payment will be allowed for this Item,
18 1.3 REFER�NCES [NOT USED)
19 1.4 ADMINISTRATIVE REQUIREMENTS
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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 Contcactor, subcontj•actors and suppliejs attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a, Present projected schedule, including construction stay-t date
b. Answer any construction related questions
2, Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
C1TY OP FORT WORTH
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY.(2012-16)
01926
013120-2
PROJECT MLETINGS
Page 2 of 3
1
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3
a. C011tl'1C�01'
b. Project Repi•esentative
c. Other City cepresentatives
4 4. Meeting Schedufe
5 a. In genera(, the neighborhood meeting wifl occur within the 2 weelcs following
6 the pre-construction conference,
7 b. In no case ��vill construction be allowed to begin until this meeting is held.
8 C. Progress Meetings
9 l. Formal project coordination meeti�igs will be held periodically. Meetings will be
10 scheduled and administered by Project Representative.
l 1 2. Additional progl•ess meetings to discuss specific topics will be conducted on an as-
12 needed basis. Such additional meetings shall include, but not be limited to:
13 a. Coordinating shutdo��vns
14 b. Installation of piping and equipment
15 c. Coordination between other construction projects
16 d. Resolution of const�•uction issues
17 e. Equipment approval
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3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and dist�•ibute copies of the same to all participants who so request by
fi�lly completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
£ 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 const��uction schedule
d. Review of off-site fabrication, delive�y schedules
e. Review of const�•uction interfacing and sequencing requirements with other
construction contracts
£ 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 HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMGNTS 01926
Revised July l, 2011
Ol 31 20-3
PROJECT MEETINGS
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o. Review monthly pay request
p. Review status of Requests for Information
6. Maeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of tlle:
a) City
b) Engineec
c) Contractoi•
7, Meeting Location
a. The City will establish a meeting location,
1) To the extent practicable, meetings will be held at the Site.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSURANCE [NOT US�DJ
1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
111 I'I�LD [SITE] CONDITIONS [NOT USED]
1.12 WARI2ANTY [NOT US�D]
PART 2 - PRODUCTS [NOT USED)
22 PART 3- EXECUTION [NOT USED]
23
24
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
25
CITY OF FORT WORTH
STANDARD CONSTRUCTtON SPECIFTCATION DOCUMENTS
Revised July 1, 2011
HMAC SURrACE OVERLAY (2012-16)
01926
013216-I
CONSTRUCTION PROGRESS SCHEDULL'-
Page I of S
1
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3 PART1- GENERAL
S�CTION O1 32 16
CONSTRUCTION PROGRESS SCHEDULE
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Genei�al requirements for the preparation, submittal, updating, status ceporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
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11
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15 1.2
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19 1.3
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B. Deviations fi•om this City of Fort Wo��th Standard Specifcation
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 PROCEDUR�S
A. Measurement and Payment
1. Work associated with this Item is considered subsidialy to the va��ious items bid.
No separate payment will be allowed for this Item.
REFERENCES
A. Definitions
1. Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by conh•act, 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
proj ects
d. Tier 4- Schedule submittal required by contract as described in the
Speci�cation 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 set�ve
as the baseline for measuring progress and departures from the schedule.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPICATTON DOCUMENTS 01926
Revised July 1, 2011
Oi 32 16 -2
CONSTRUCTIONPROGRGSSSCHEDULE
Page 2 of 5
1 3. Progress Schedute - Monthly submittal of a progress schedule documenting
2 progress on the project and any changes anticipated.
3 4. Schedule Narrative - Concise narrative of the schedule including schedule
4 cllanges, expected delays, key sclledule issues, ci�itical path items, etc
5 B. Reference Standards
6 1. City of Fort Worth Schedule Guidance Document
7 1.4 ADMINISTRATIVE RF,QUIREMENTS
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A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved softwai•e a�ld the
Critical Path Method (CPM) as required in the City of Fort Woi�th Schedule
Guidance Docu�nent.
b. Review the draft cost-loaded baseline Schedule with the City to demoilstcate
understanding of the wocl< to be performed and I<nown issues and constraints
related to the schedule.
c. Designate an authocized cepresentative (Project Schedulet•) responsible for
developing and updating the schedule and preparing ceports.
18 B. Progress Schedule
19 1. Update the pcogress Schedule monthiy as required in H1e City of Foi�t Woi-th
20 Schedule Guidance Document.
21 2. Prepare the Schedule Narcative to accompany the monthly progress Schedule.
22 3, Change Orders
23 a. Incorporate approved change ocders, resulting in a change of contract time, in
24 the baseline Schedule in accocdance with City of Fort Woi-th Schedule
25 Guidance Document.
26 C. Responsibility for Schedule Compliance
27 l. Whenever it becomes apparent from the cuf•rent pl•ogress 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 Recovecy 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 e(iminate the baciclog of work 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 (2012-16)
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS 01926
Revised July 1, 2011
O1 32 16 - 3
CONSTRUCTION PROGRESS SCI-IEDULE
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2. If no written statement of the steps intended to talce is submitted wllen so requested
by the City, the City may direct the Cont�•actor to increase the level of effoi-t in
manpower (trades), equipment and work schedule (ovej-time, weekend and holiday
work, etc.) to be employed by the Contractor in order to remove or arrest the delay
to the critical path in the approved schedule.
a. No additional cost for such worl< will be considered.
D. The Contract completion time will be adjusted only for causes speciiied in this
Contract.
a. Requests for an extension of any Contcact completion date must be
supplemer�ted with the following:
1) Furnish justification and supporting evidence as the City may deem
necessary to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of sucli justification and supporting
evidence, make findings of fact and wiil 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 nwnber 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 wllich, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
the networlc will not be the basis for a change therein.
2. Submit each request for change in Contcact 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 necessa�y foj• 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 unfo��eseeable 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 wil) 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 Contractoi• shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float oi� slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
01 32 I6 - 4
CONSTRUCTION PROGRESS SCNEDULE
Page 4 of 5
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10 1. Where worlc is to be performed under this Contract concurrently with oc contingent
11 upon work performed on the same facilities or area undet� other contracts, the
12 Baseline Schedule shall be coordinated with the schedules of the othe�� contracts.
13 a. Obtain the schedules of the other appropriate contracts fi•om the City for the
14 preparation and updating of Baseline schedule and malce the required changes
15 in his schedufe when indicated by ehanges in co�•t�esponding schedules.
16 2. In case of interference between the operations of different conh�acto�s, the City will
17 determine the worlc priority of each contractor and the sequence of work necessaiy
18 to expedite the completion of the entire Project.
19 a. In such cases, the decision of the City shall be accepted as final.
20 b. The temporary delay of any worl< due to such circumstances shall not be
21 considered as justification for claiins for additional compensation.
22 1.5 SUBMITTALS
23 A, Baseline Schedule
24
25
26
27
28
29
E. Coordinating Schedule with Other Contract Schedules
a. Float oc slacl< time is not foi• the e�clusive use or benefit of either tlie
Contractor or the City.
b. Proceed with worlc according to early start dates, and the City shall have the
right to cesei•ve and apportion float time accordi�ig 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 e�ceed the float time associated with
those activities.
1. Submit Schedule in native file format and pdf format as requir•ed in the City of Foi-t
Worth Schedule Guidance Document.
a, Native file format includes:
1) Primavera (P6 or Primavera Contractor)
2. Submit draft baseline Schedule to City prior to the pi•e-construction meeting and
bring in hard copy to the meeting for review and discussion,
30 B, Progi•ess Schedule
31 1. Submit progress Schedule in native file fo�•mat and pdf format as required in the
32 City of Fort Wo��th Schedule Guidance Document,
33 2. Submit progress Schedule monthly no later than the last day of the month.
34
35
36
37
C. Schedule Narrative
1
0
Submit the schedule narrative in pdf format as required in the City of Foi�t Woi-th
Schedule Guidance Document.
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 Foi�t 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 sclledules are cequired.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMGNTS 01926
Revised July l, 201 I
013216-5
CONS'I'IZUCTION PROGRESS SCHEDULE
Page 5 of 5
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1.6 ACTION SUBMITTALS/INF�RMATIONAL SUBMITTALS [NnT US�D]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. The person preparing and revising the construction Progress Schedule shall be
experienced in the �reparation of schedules of similar comple�:ity.
B. Schedule and supporting documents addressed in this Specification shall be prepared,
updated and revised to accurately reflect the performance of the consh�uction.
C. Contractor is responsible for the quality of all submittals in this section meeting tha
standard of care for the consti•uction industry for similar projects.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED)
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARI2ANTY [NOT USED]
PART 2 - PRODUCTS [NOT US�D]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCllMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
O1 32 33 - 1
PRECONSTRUCI'TON VIDEO
Page I of 2
1
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3 PART 1 - GENEI2AL
4 1.1 SUMMARY
SECTION O1 32 33
PRECONSTRi1CTION VIDEO
5 A. Section Includes;
6 l. Administrative and procedural requii•eme»ts for:
� a. Preconstruction Videos
8 B. Deviations fi•om this City of Foi-t Worth Standard Specification
9 1. None,
10 C. Related Speciiication Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requicements, 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. Worlc 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 ADMINISTRATIV� REQUIREMENTS
19 A. Pi•econstruction Video
20 1, Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by consh�uction.
22 a, Provide digital eopy 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 SiTBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.'7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED]
29 1.9 QUALITY ASSUI2ANCE [NOT USED]
30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
31 l.11 FIELD [SITE] CONDITIONS [NOT US�D]
32 1.12 WARRANTY [NOT USED)
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 201 l
01 32 33 - 2
PRECONSTRUCTION V(DEO
Page 2 of 2
1 PART 2- PRODUCTS [NOT US�D]
2 PART 3- EXECUTION [NOT USEn]
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4
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
5
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 01926
Revised July 1, 2011
014523-I
'T'ESTiNG AND 1NSPGCTION SERVIC�S
Page 1 of 2
�
3 PART1- GENERAL
4 1.1 SUMMARY
5
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IS
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25 1.3
SECTION O1 45 23
TESTING AND INSPECTION SERVICES
A. Section I�lcludes:
1. Testing and inspection services procedui•es and coordination
B, Deviations fi•om this City of Fort Worth Standard Specification
1, None.
C. Related Specification Sections include, but are not necessarily limited to;
1. Division 0— Bidding Requicements, Contract Foj•ms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidia�y 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 �rst set of Quality
Assurance testing,
1) If the �rst 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 unti] all required payments
fo�� testing by Contractor have been paid in full.
REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
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33
34
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A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be perfoimed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is requiced 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 directo�y for efectronic submittals to be
uploaded to City's Buzzsaw site, oc another extei•nal FTP site approved by
the City,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTIpN SPECIFICATION DOCUMENTS 01926
Revised July I, 2011
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014523-2
TESTING AND INSPECTTON 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 Dish�ibution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hat�d copy to the Contractoi•
2) Tests performed by the Contracto�•
a) Distribute 3 hard copies to City's Project Representative
4, Provide City's Project Representative with tcip ticl<ets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of deliveiy
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor fi•om obligation to
perform work in accordance with the Contract Documents.
1.5 SUI3MITTALS [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]
27 PART 3- EXECUTION [NOT USED]
28
29
END OF SECTION
Revision Log '
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 01926
Revised July l, 2011
01 50 00 - 1
TEMPORARY PACILiT1ES AND CONTROLS
Page 1 of 4
1
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SECTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PARTl- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Worl< including, but not
7 necessarily li��ited to:
8 a. Temporary utilities
9 b, Sanita�y facilities
10 c. Storage Sheds and Buildings
1 I d. Dust control
12 e. Temporaiy fencing of the construction site
13 B. Deviations fi•om this City of Foct Worth Standai•d Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1— General Requirements
18 1.2 PRICE AND PAYMENT PROCEDUR�S
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiaiy to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 ItEF�RENCES [NOT US�D]
23 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility se►vice companies for temporary seivices.
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) Inciuded ai•e fuel, power, light, Ileat and othe�� utility services necessa�y for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor persomlel and City's Project Representatives.
c. Coordination
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECI�ATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
o� s000-z
TGMPORARY FACILITIES AND CONTROLS
Page 2 of 4
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4.
S
1) Contact City 1 weelc before water for construction is desired
d. Contractor Payment for Construction Water
1) Obtain construction water meter fi•om City for payment as billed by City's
established i•ates.
Electricity and Lighting
a. Provide and pay foc electric powered service as required for Work, including
testing of Work.
1) Pcovide powe�• for lighting, opecation of equipment, oi• othe�� use.
b. Electric power service includes tempo�•ary power service or generator to
maintain operations ducing scheduled shutdown.
Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or firrnishing seivices at Site.
Tenlporary Heat and Ventilation
a. Provide temporary heat as necessary foc protection or completion of Work.
b. Provide temporaiy heat and ventilation to assure safe working conditions.
B. Sanitaty 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 sanitaiy 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 ar health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project,
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1, Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical seivice for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site foj• temporary structures to provide drainage away from
temporaiy 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 OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
Ol 5000-3
TGMPORARY FACILIT[ES AND CONTROLS
Page 3 of 4
1 E. Dust Control
2 1. Contractor is responsible for maintaining dust control through the duration of the
3 project.
4 a. Contractor remains on-call at all times
5 b. Must respoud in a ti�nely manner
6 F. Temporary Protection oi Construction
7 1. Contractor or subcontcactors are responsible For pratecting Worl< from damage due
8 to weatlier,
9 1.5 SUBMITTALS (NOT USED]
l0 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
11 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USEll]
13 1.9 QUALITY ASSURANCE [NOT USED]
14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
I S 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT US�D]
17 PART 2- PRODUCTS [NOT USED]
18 PART 3- EXECUTION [NOT USED]
19 3.1 INSTALLERS [NOT US�D]
20 3.2 EXAMINATION [NOT USED]
21 3.3 PREPARATION [NOT USED]
22 3.4 INSTALLATION
23 A. Temporary Facilities
24 1, Maintain all temporaiy facilities for duration of construction activities as needed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 01926
Revised July 1, 2011
01 50 00 - 4
TEMPORARY FACILiTIES AND CONTROLS
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IS
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3.5 [REPAII2] / [R�STORATION]
3.6 RE-INSTALLATION
3.7 FIELD (oR] SITE QUALITY CONTROL [NOT US�D]
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT US�D)
3.11 CLOS�OUT ACTIVITIES
A. Temporary Facilities
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to sta�-t of Work.
3.12 PROTECTION [NOT US�D]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USEDJ
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926---- ��.�_.
O15526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAPFIC CONTROL
Page 1 of 3
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SECTION O1 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
fc�71�11i�l�D��1=D1 t71 �l
4 1.1 SUMMARY
5 A. Section Includes;
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modi�cation of approved traffic control
9 c. Removal of Stceet Signs
10 B. Deviations fi•om this City of Foit Worth Standard Specification
11 1. None.
12 C. Related Speci�cation Sections include, but are not necessarily limited to:
13 1. Division 0— Bidding Requirements, Conti•act Forms and Conditions of the Contcact
14 2. Division 1— General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRIC� AND PAYM�NT PROC�DURES
17 A. Measurement and Payment
18 1. Worlc associated with this Item is considered subsidia�y to the various Items bid.
19 No separate payment will be allowed fo�• this Item.
20 1.3 REFERENC�S
21
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23
24
25
26 1.4
27
28
29
30
31
32
33
34
35
36
A. Reference Standards
l. Reference standards cited in this speci�cation 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 Unifo�m Traffic Control Devices (TMUTCD).
ADMINISTRA.TIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traf�c
control plans in accor�dance 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 HMAC SURFACE OVERLAY (2012-16)
. STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 01926
Revised July 1, 201 l •
O15526-2
STREET USE PERMIT AND MODIFICATIONS "1'O "TRAFFIC CONTROL
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a. To obtain Street Use Permit, submit Traffic Controi 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 Cont�•ol plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Depai�tment Transportation and
Public Works Depa��tment,
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 worlcing days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traf�c Control
plans for Street Use Pe�•mit, 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 Woi•ks Department, Signs and Markings Division to
remove the sign.
E. Temporaiy Signage
1. In the case of regulatoiy signs, replace permanent sign with tempora�y 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 Wol•ks 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 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
O15526-3
ST'REE'1' USE PERMIT AND MODIPICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANC� [NOT USED]
6 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT US�D]
7 1.11 FI�LD [SITE] CONDITIONS [NOT US�D]
8 1.12 WAI2RANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3 - �XECUTION [NOT USED]
m
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�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATIONbOCUMENTS 01926
Revised July I, 201 I
01 58 13 - I
TEMPORARY PROJECT SIGNAGE
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S�CTION O1 58 13
TEMPORARY PROJECT SIGNAGE
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations fi�om this City of Fort Wo��th Standacd 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 Conh�act
2. Division 1— General Requirements
L2 PRIC� AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Worlc associated with this Item is considered subsidiary to tlle various Items bid.
No separate payment will be allowed for this Ttem.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIV� REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDJ
1.9 QUALITY ASSURANCE [NOT USED)
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED)
Lll FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USEDJ
PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED (oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUII'M�NT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-ib)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
015813-2
TEMPORARY PRO,)ECT SIGNAGG
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l. Provide fi�ee standing Project Designation Sign in accordance with City's Standard
Details for project signs.
B. Materials
1. Sign
a. Constructed of 3/4-incll fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED)
2.4 SOURCE QUALITY CONTROL [NOT US�D]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT US�DJ
10 3.2 �XAMINATION [NOT U5ED]
11 3.3 PREPARATION [NOT USED]
l2 3.4 INSTALLATION
13 A. Gener•al
14 1. Pi•ovide vei•tical installation at extents of project.
15 2. Relocate sign as needed, upon request of the City,
16 B, Mounting options
17 a. Skids
18 b. Posts
19 c. Barricade
20 3.5 REPAIR / RESTORATION [NOT USED]
21 3.6 12�-INSTALLATION [NOT USED]
22 3.7 FIELD [oa] SITE QUALITY CONTROL [NOT USED]
23 3.8 SYSTEM STARTUP [NOT US�D]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT US�D]
27 312 PROTECTION [NOT USED]
28 3.13 MAINTENANCE
29 A. General
30 l. Maintenance will include painting and repairs as needed or directed by the City.
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
01 58 13 - 3
TG1vIPORARY PROJGCT SIGNAGE
Page 3 of 3
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Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS 01926
Revised 7uly 1, 2011
017123-1
CONSTRUCT(ON STAKMG
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12 1.2
SECTION O1 71 23
CONSTRUCTION STAKING
A. Section includes:
1. Requirements fo�� construction staking.
B, Deviations fi�om this City of Fort Worth Standat�d Specification
1. None.
C. Related Specification Sections include, but are not necessar•ily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— Genei•al Requirements
PRIC� AND PAYM�NT PROCEDURES
13 A. Measurement and Payment
14 1. Woric associated with this Item is considered subsidiaty to the va��ious Items bid.
15 No separate payment will be allowed for tliis Item.
16 1.3 R�FERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENT5
IS
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A. Construction Stakes
l. Const��uction staking will be performed by the City.
2. Coordination
a. Contact City's Project Representative at least 2 weelcs 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 prese�ving and maintaining stal<es furnished by
City.
c. If in the opinion of the City, a sufficient number of stakes or marlcings 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 marlcup,
1) The cost for staking will be deducted from the payment due to the
Contractor for the Project.
34 1.5 SUBMITTALS
35 A. Submittals, if required, shall be in accordance with Section O1 33 00.
36 1. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH HMAC SURFACE OVGRLAY (2012-(6)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 201 I
017123-2
CONSTRUCTION STAK(NG
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1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
l. Provide certifcate certifying that elevations and locations of improvements are in
conformance or non-confo►•mance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
B. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANC� MAT�RTAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
in the necessary crafts and who are completely familiai• witll the specified requirements
and the methods needed for proper performance of the Work.
L10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT US�D]
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.
25 3.4 APPLICATION [NOT USED]
26 3.5 REPAIR / RESTORATION [NOT USED�
27 3.6 RE-INSTALLATION [NOT USED]
28 3.7 FIELD [ox] SITE QUALITY CONTROL
29 A. Preserve permanent j•eference points during progress of the Worl<.
30 B, Do not change or relocate reference points without approval fi�om the City.
31 C. Utilize recognized engineering survey practices.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
017123-3
CONSTRUCTION STAKING
Page 3 of 3
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT US�D]
4 3.11 CLOSEOUT ACTIVITTES [NOT US�D]
5 3.12 PROT�CTION [NOT USED]
6 3.13 MAINTENANCE (NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8
�
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANG�
�1;
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICAI'ION DOCUMENTS 01926
Revised July I, 2011
Ol 74 23 - 3
CLEANTNG
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 tempora�y construction and activities incidental to const�•uction
5 of ►•equired permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City ��eserves 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 diu�ing Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
1 I persomlel in existing facility operations.
12 2. At maximum weelcly intervals, dispose of waste materials, 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 fi•om construction or operational activities
16 c. Haul from site at a minimum of once per weelc
17 4. Vacuum clean 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 (oose or unsecured items, which
20 may become airborne or transpo��ted by flowing water during the storm.
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C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerpi�ints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and h�ims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy sm•faces to a clear shine.
5, Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowei•s and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
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 atI rocks, pieces of asphali, concrete or any other object
that may hinder or disrupt the flow of traf�c along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
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O l 74 23 - 4
CLEANING
Page 4 of 4
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion conh•ol fi•om site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED)
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
i
01 77 19 - I
CLOSEOUT REQUIREMENTS
Page 1 of 3
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S�CTION O1 77 19
CLOSEOUT REQUIREMENTS
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations fi•om this City of Foit Worth Standard Specification
1. None.
C. Related Specification Sections inchide, but are not necessarily limited to:
1. Division 0— Bidding Reauirements, 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 REFERENC�S [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affdavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims�
1. No application for final payment will be accepted until satisfactoiy evidence of
release of liens has been submitted to Nle City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS 01926
Revised July 1, 201 I
O1 77 19 -2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USGD]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - �XECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION (NOT US�D]
7 3.3 PREPARATION [NOT USED)
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4.
3.4 CLOSEOUT PROC�DURE
A. Prior to requesting Final Inspection, submit:
l. Project Record Documents in accordance with Section O1 78 39
2. Operation and Maintenance Data, if cequired, in accocdance with Section Ol 78 23
B. Prior to requesting Final Inspection, perform �inal cleaning in acco��dance with Section
O1 74 23.
C. FinalInspection
1. After final cleaning, p�•ovide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any paj-ticulars in which this inspection
reveals tl�at the Work is defective or incomplete.
Upori receiving written notice fi�om the City, immediately undertake the Work
i�equired to cemedy de�ciencies and complete the Work to the satisfaction of the
City.
Upon completion of Worl< associated with the items listed in the City's written
notice, inform the City, that the requij•ed Worlc has been completed. Upon ceceipt
of this notice, the City, in the presence of the Contractor, will malce a subsequent
Final Inspection of the project.
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 pai�ts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial �11 up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
£ Vault keys
g, Handwheels
h. Other expendable items as required for initial stai�t-up and operation of all
equipment
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPICATiON DOCUMENTS 01926
Revised July 1, 2011
OI %719-3
CLOS�OUT REQUIKEMENTS
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D. Notice of Project Completion
1. Once the City Project Representative fnds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
l. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Slu•ety to Final Payment
e. Pipe Report (if requii•ed)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the F'inal Payment Request for payment.
3S REPAIR / RESTORATION [NOT US�D]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
Ol 78 39 - I
PROJGCT R�CORD DOCUMENTS
Page I of 5
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SECTION Ol 78 39
PROJECT RECORD DOCUMENTS
3 PART1- GENERAL
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1.1 SUMMARY
A. Section Includes;
1. Work associated with the documenting the pt•oject and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanita�y Sewer Seivice Reports
d. Large Water Meter Reports
B. Deviations fi•om this City of Foi�t Woi•th Standacd 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
18 A. Measurement and Payment
19 l. Worlc associated with this Item is considered subsidiaiy to the va��ious Items bid.
20 No separate payment will be aUowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
29
30
31
32
33
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 Speci�cations and each slleet of Di•awings and
other pocuments where such entry is reauired to show the change properly,
C1TY OF FORT WORTH
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Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
Ol 78 39 - 2
PROJGCT RECORD UOCUMEN"i'S
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2. Accuracy of records shall be such that future searches for items shown in the
Contract Documents may cely reasonably on infocmation obtained fi•om tlle
approved Project Record Documents,
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A, Storage and Handling Requicements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Worlc and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessaiy to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally �•equired by the
Contract Documents.
l.l l FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARIZANTY [NOT USED]
20 PART 2 - PRODUCTS
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2.1 OWNER-FURNISHED [ox] 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 prior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
0t 7839-3
PROJECT RECORD DOCUMENTS
Page 3 of 5
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2.4 SOURCE QUALITY CONTROL [NOT US�D]
3 PART 3 - EXECUTION
4 3.1 INSTALL�RS [NOT USED]
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3.2 EXAMINATION [NOT US�D]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANC� DOCUMENTS
A. Maintenance of Job Set
1. Tmmediately 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 pcotecting the job set.
b. Do not use the job set for any purpose except entty 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 Su�vey
a. At a minimum, in accordance with the intervals set forth in Section O1 71 23,
clearly marlc any deviations from Contract Documents associated with
installation of the infi�asti•ucttu�e.
4. Making entcies on Dcawings
a, Record any deviations f�•om Contract Documents.
b. Use an erasable co(ored pencil (not ini< or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the ent�y 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, arcangements 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 modi�cations of the facility may require
accurate information as to the final physica( layout of items which are
shown only schematically on the Drawings.
b, Show on the job set of Record Drawings, by dimension accw•ate to within 1
inch, the centerline of each run of items,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
01 78 39 - 4
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1) Final physical ai•rangement is determined by the Cont►•actor, 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 usefiil 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 tl�e job set of Reco►�d Drawings to tlle
corresponding �nal 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" acowld the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear i•eproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document fi•om the City at the City's usual chaige for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 R�PAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJiTSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USEDJ
3.14 ATTACHMENTS [NOT USED]
40 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
01 78 39 - 5
PROJECT RECORD DOCUMEN"i'S
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
02 41 15 - l
PAVING REMOVAL
Page 1 of 6
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SECTION 02 41 15
PAViNG REMOVAL
3 PART1- GENERAL
4 l.l SUMMARY
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A. Section Llcludes
1. Removing concrete �aving, asphalt paving and bricl< paving.
2. Removing concrete curb and gutter.
3. Removing concrete valley gutter.
4. Milling roadway paving.
5. Pulverization of existing pave�nent,
6. Disposal of removed materials.
B. Deviations from City of Fort Worth Standards
1. None
C. Related Specification Sections include but are not necessarily liinited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements
3. Section 32 11 33 - Cement T�•eated 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 fi•om 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 Guttet: measu�•e by the linear foot.
e. Remove Concrete Valley Gutter: measure by the square yard
f. Wedge Milling: measure by the square yard for va�ying thickness.
g. Surface Milling: measure by the square yard for varying thickness.
h. Butt Milling: measured by the linear foot.
i. Pavement Pulverization: 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 work.
b. Remove Asphalt Paving: full compensation for saw cutting, 1•emoval, hauling,
disposal, tools, equipment, labor and incidentals needed to execute work.
c. Remove Brick Paving: fiill compensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
execute work,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
024115-2
PAViNG REMOVAL
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d. Remove Concrete Curb and Gutte��: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
woi•k.
e. Remove Concrete Valley Gt�tter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
worl<,
f. Wedge Milling: full compensation foi• all milling, hauling milled material to
salvage stocl<pile oi• disposal, tools, labor, equipment and incidentals necessary
to execute the worlc.
g. Stu�face Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, (abor, equipment and incidentals necessary
to execute the work.
11. Butt Milling: fi�ll compensation foi• all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessaiy
to execute the worl<,
i. Pavement Pulverization: fi�ll compensation for all labor, material, equipment,
tools and incidentals necessary to pulve�•ize, remove and stoce the pulverized
mater•ial, undei•cut the base, mixing, cotnpaction, haul off, sweep, and dispose
of the undercut material.
j. Remove speed cushion; full compensation for removal, hauling, disposal,
tools, equipment, labor, and incidentals needed to execute the work.
k. No payment for saw cutting of pavement oi• curbs and gutters will be made
under this section. Include cost of such worlc in unit prices for items listed in
bid form requiring saw cutting,
l. No payment will be made for wor•k outside maximum payment lirnits indicated
on plans, or for pavements or stcuctures removed for CONTRACTOR's
convenience.
28 1.3 REFERENC�S
29 A, ASTM International (ASTM):
30 a. D698,. Standard Test Methods for Laboratoiy Compaction Characte�•istics of
31 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
0241 IS-3
PAVING REMOVAL
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1.4 ADMINISTRA.TIVE R�QUIREMENTS [NOT US�D]
1.5 SUBMITTALS [NOT USEI)] �
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSURANC� [NOT USED)
1.10 DELIV�RY, STORAGE, AND HANDLING [NOT US�D]
1.11 FIELD CONDITIONS [NOT USED]
1.12 WAItRANTY [NOT US�D]
10 PART 2 - PRODUCTS
11 2.1 OWNER-FURNISHED PR�DUCTS [NOT USED]
12 2.2 EQUIPMENT [NOT USED]
13 2.3 ACCESSORIES [NOT USED]
14 2.4 SOURCE QUALITY CONTROL [NOT USED]
I S PART 3- EXECUTION
16 3.1 EXAMINATION [NOT USED]
17 3.2 INSTALLERS [NOT USED]
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 REMOVAL
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 fi•acturing adjacent, existing pavement.
28 B. Sawing
29 1. Sawing Equiptnent.
30 a. Power-driven.
31 b. Manufactured for the purpose of sawing pavement.
32 c, In good operating condition.
33 d. Shall not spall or fi�acture the pavement structure adjacent to the removal area.
34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and
35 perpendicular to existing joint.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS O1926
Revised July l, 2011
0241 IS-4
PAVING I2GMOVAL
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Sawcut parallel to the ociginal sawcut in square or rectangular fasl�ion.
If a sawcut falls within 5 feet of an en existing dununy joint, construction joint, saw
joint, cold joint, e:cpansion joint, edge of paving oc gutter lip, remove paving to that
joint, edge or lip.
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
Sawcut: See 3.4.B.
2. Remove concrete to the nearest expansion joint or vertical saw cut.
D. Reinove Concrete C�u•b and Gutter
1. Sawcut: See 3,4.B.
2, Minimum limits of removal: 30 inches in length.
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 stocicpile acea by removing vegetation and trash and by providing for
proper dcainage.
F. Milling
Genej�al:
a. Mill surfaces to the depth shown in the plans or as directed.
b. Do not damage or disfigure adjacent worl< or existing surface improvements.
c. If milling exposes smooth underlying pavement surfaces, mil( the smooth
surface to malce rough.
d. Provide safe temporary transition where vehicles or pedestrians must pass ove�•
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 rnilled, remove a 5 foot width of the
existing brick base, See 3,3,G. for• brick paving removal.
Milling Equipment
a. Power operated milling machine capable of removing, in one pass or two
passes, the necessary pavement thickness in a�ve-foot minimum width.
b. Self-propelled with sufficient power, traction and stability to maintain accurate
depth of cut and s(ope.
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 c�•eated by the cutting action,
e. Equipped with a manual system providing for uniformly vaiying 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.
2.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-16)
O(926
02 41 15 - 5
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f. Variable Speed in order to leave the specified grid pattern.
g, Equipped to �niuin�ize air pollution.
3. Wedge Milling and Surface Milling
a. Wedge Mill e:cisti�lg asphalt, conci•ete or brick pavement fi•om the lip of gutter
at a deptl� of 2 inches and transitioning to matcll the existing pavemeut (0-inch
cut) at a minimum width of 5 feet.
b. Su�•face Mill existing asphalt pavement to the depth speci�ed,
c. Provide a milled surface that provides a uniform surface fi•ee fi�om gouges,
ridges, oil iilm, and other imperfections of workmanship with a uniform
textured appearance.
d. In all situations where the existing H.M.A.C. stuface 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 sh�eet or as directed.
4. Butt Joint Milling
a. Mill butt joints into the existing surface, in association with tlle wedge milling
operation.
b. Butt joint will provide a fi�ll width transition section and a constant depth at the
point where the new overlay is terminated,
c. Typical locations foc 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 raih�oad tracics 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 transve�se
items.
g. Provide a temporaiy wedge of asphalt at all butt joints to provide a smooth ride
over the bump.
G. Remove Brick Paving
1. Remove masomy paving units to the limits specified in the plans or as directed by
the City.
2. Salvage existing bricks for re-use, clean, palletize, 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 fi•om the existing pulverized su�•face.
2. Cement Application
a. Use 3.5% Po��tland cement.
b. See Section 32 11 33,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
0241 IS-6
PAVING RGMOVAL
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3. Mixing; see Section 32 11 33,
4. Compaction; see Section 32 11 33.
5. Finishing: see Section 32 ll 33.
6. Curing: see Section 32 11 33.
7. If the existing pavement has a combination of 10 inches of H.M.A.C, and crushed
stone/gravel:
a, Undercut not cequired
b. Pulverize 10 inches deep.
c. Remove 2-inch the total pulverized amount.
I, Remove speed cushion
1. Scrape or sawcut speed cushion from existing pavement without damaging existing
pavement.
3.5 REPAIR [NOT USED)
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT U5�D]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROT�CTION [NOT US�D]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OP CHANGE
25
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
312316-1
UNCLASSIFIED EXCAVATION
Page 1 of 4
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3 PART1- GENERAL
4 1.1 SUMMARY
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C.
SECTION 31 23 16
UNCLASSIFIED EXCAVATION
Section Includes:
1. Excavate areas as shown on the Drawings or as directed. Removal of materials
encountered to the lines, grades, and typical sections shown on the D�•awings and
removal fi•om site. Excavations may include constcuction of
a. Roadways
b. Drainage Channels
c. Site Excavation
d. Excavation for Structures
e. Or any other opecation evolving the excavation of on-site materials.
Deviations fi•om this City of Fort Worth Standard Specification
1. None.
Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 31 24 00 — Embankments
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 1. Measurement
23 a. Measurement for this Item shall be by the cubic yard in its final position using
24 the average end area method. Limits of ineasurement is shown on the Drawings
25 b. When measured by the cubic yard in its final position, this is a plans quantity
26 measurement Item. The quantity to be paid is the quantity shown in the
27 proposal, unless modified by Article 11.04 of the General Conditions.
28 Additional measurements or calculations will be made if adjustments of
29 quantities are required.
30 2. Payment
31 a. The work perfoj•med and materials furnished in accordance with this Item and
32 measured as provided under "Measurement" will be paid for at the unit price
33 bid per cubic yard of "Unclassified Excavation". No additional compensation
34 will be allowed for rock or shrinkage or swell factors as these are the
35 Contractor's responsibility.
36 3. The price bid shall include:
37 a. Excavation
38 b. Excavation Safety
39 c. Drying
40 d. Dust Control
41 e. Reworking or replacing the over• excavated material in rock cuts
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
312316-2
UNCLASSIFiED GXCAVATION
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f. Hauling
g, Disposal of eYcess matei�ial not used elsewhere onsite
h. Scarification
i. Clean-up
R�FERENCES [NOT US�D]
A. Definitions
1. Uilclassified Excavation — Without regard to materials, all excavations shall be
considered unclassified and shall iilclude all materials excavated. Any reference to
Rock or other materials on the Drawings or in the specificatious is solely for the
City and the Contcactoc's infot•mation and is not to be taken as a classification of
the etcavation,
12 1.4 ADMINSTRATIVE REQUIREMENTS
13 A, The Contractor will pi•ovide tlle City with a Disposal Letter in accordance to Division
14 O1.
15 1.5 SUBMITTALS [NOT US�D]
16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
17 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
18 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE
20 A. Excavation Safety
21 1. The Contractor shall be solely responsible for mal<ing all excavations in a safe
22 manner.
23 2. All excavation and related sheeting and bracing shall comply with the requirements
24 of OSHA excavation safety standai•ds 29 CFR pa��t 1926 and state requirements.
25 1.10 DELIVERY, STORAGE, AND HANDLING
26
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A. Storage
1, Within Existing Rights-of-Way (ROW)
a. Soil may be stored within axisting ROW, easements or temporaiy construction
easements, unless speci�ically disallowed in the Contract Documents.
b. Do not blocic 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 coot zone of any trees or in
landscaped areas.
2. Designated Storage Areas
a. If the Contr•act Documents do not allow the storage of spoils within the ROW,
easement or tempoi•aty construction easement, then secure and maintain an
adequate storage location,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 201 I
312316-3
UNCLASSIFIED EXCAVATION
Page 3 of 4
1 b. Provide an af�davit that cights have been secured to store the materials on
2 private property,
3 c. Provide erosion control in accordance with Section 31 25 00.
4 d, Do not blocic drainage ways.
5 1.11 FI�LD CONDITIONS
6 A. Existing Conditions
7 1. Any data which has been or may be provided on subsurface conditions is not
8 intended as a representation or waccanty of accuracy or continuity between soils. It
9 is eYpressly understood that neither the City nor the Engineer will be responsible
10 for interpretations or conclusions d�•awn there fi•om by the Contractoi•.
11 2. Data is made available for the convenience of the Contractor.
12 1.12 WARRANTY [NOT US�D]
13 PART 2- PRODUCTS [NOT USED]
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15
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17
18
19
2.1 OWNER-FURNISHED [NOT USED]
2.2 PRODUCT TYPES AND MATERIALS
A. Materials
1. Unacceptable Fill Material
a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM
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
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29
30
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33
34
A. Accept ownership of unsuitable or excess material and dispose of material off-site
accordance with local, state, and federal regulations at locations.
B. Excavations shall be performed in the dry, and kept free fi•om water, snow and ice
during construction with eh exception of water that is applied for dust control.
C. Sepat•ate Unacceptable Fill Material fi•om other materials, remove from the Site and
properly dispose according to disposal plan.
D. Maintain drainage in the excavated ai•ea to avoid damage to the roadway sections and
proposed or existing structures.
E. Correct any damage to the subgrade caused by weather, at no additional cost to the
City,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-] 6)
STANDARD CONSTRUCTTON SPECIFTCATION DOCUMENT3 01926
Revised July 1, 2011
312316-4
UNCLASSIFIED EXCAVATION
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F. Shape slopes to avoid loosening material below or outside the proposed gj�ades.
Remove a�ld dispose of slides as directed.
G. Rock Cuts
1. Excavate to Cnish grades.
2. In the eve�it of over eYcavation due to contcactor error below the lines and grades
established in the Drawings, use approved embanlanent material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City,
H. Earth Cuts
l. Excavate to finish subgrade
2. In the event of over excavation due to contcacto�• eri•or below the lines and gi•ades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the ove�• excavated at no additional
cost to City.
3. Manipulate and compact subgrade in accoj•dance with Section 31 24 00.
3.5 I2�PAIR [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
19 A. Subgrade Tolerances
20 1. Excavate to within 0.1 foot in all directions.
21 2. In areas of over excavation, Contractor provides fill material approved by the City
22 at no e:cpense to the City.
23 3.8 SYSTEM STARTUP [NOT USEDJ
24 3.9 ADJUSTING [NOT US�D]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT USED]
28 3.13 MAINTENANCE [NOT USED]
29 3.14 ATTACHMENTS [NOT USED]
30
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPICATiON DOCUMENTS O1926
Revised July 1, 2011
321123-I
PLEXIBLE BASE COURSES
Page 1 of 7
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3 PART1- GENERAL
SECTION 32 11 23
FLEXIBLE BASE COURSES
4 1.1 SUMMARY
5 A. Section Includes
6 1. Fotmdation course for surface cou�•se or for other base cotnse composed of flexible
7 base constructed in one or more cotn•ses in conformity with the typical section.
8 B. Deviations fi•om City of Fort Wo��th Standards
9 1. None
10 C. Related Specification Sections include but are not necessarily limited to
11 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
12 Contract
13 2. Division 1— General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Measurement: measured by the square yard of the requii•ed depth per plan of
17 completed flexible base course by type and gradation.
18 2. Payment; based on the work performed and materia(s placed and includes full
19 compensation for:
20 a. preparation and coi•rection of subgrade
21 b, furnishing of materia(
22 c. hauling
23 d, blading
24 e. sprinkling
25 f. compacting
26 g. and furnishing all labor and equipment necessaiy to comptete the work.
27 1.3 REFERENCES
28 A. Definitions
29 1. RAP — Recycled Aspllalt Pavement.
30 B. Reference Standards
31 1. Reference standards cited in this specification refer to the cur�•ent reference standard
32 published at the time of the latest revision date logged at the end of this
33 specification, unless a date is specifically cited.
34 2. ASTM International (ASTM):
35 a. D698, Standard Test Methods for Laboratoiy Compaction Cha�•acteristics of
36 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
37 3. Texas Department of Transportation (TXDOT):
38 a. Tex-104-E, Determining Liquid Limits of Soils
39 b. Tex-106-E, Calculating the Plasticity Index of Soils
40 c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 01926
Revised July i, 2011
321123-2
FLEXIBLG BASG COURSES
Page 2 of 7
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8 1.4
1.9 QUALITY ASSURANCE [NOT US�D]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.5 ACTION SUBMITTALS [NOT USED)
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTAL5 [NOT USED]
11 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
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1.11 FIELD (SITE] CONDITIONS [NOT USED]
1.12 WAI2RANTY [NOT USED]
17 PART 2- PRODUCTS [NOT USED]
18 2.1 OWNER-FURNISHED PRODUCTS [NOT USED)
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2.2 MATERIALS
d, Tex-110-E, Particle Size Analysis of Soils
e. Te;c-116-E, Ball Mill Method foi• Determining the Disintegration of Flexible
Base Material
£ Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials
g. Tex-411-A, Soundness of Aggregate Using Sodium Su(fate or Magnesium
Sulfate
h. Tex-413-A, Determining Deleterious Matecial in Minei•al Aggcegate
ADMINISTRATIV� REQUIREM�I�ITS [NOT USED]
A. General
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications.
2. Obtain materials fi•om appcoved sources.
3. Notify City of changes to material sources.
4. The City may sample and test project materials at any time before compaction
throughout the duration of the pcoject to assure specification compliance.
B. Aggregate
1. Furnish aggregate of the type and grade shown on the plans and conforming to the
requirements of Table 1.
2. Each source must meet Table 1 requirements for liquid limit, plastiCity index, and
wet ball mill for the grade specified.
3. Do not use additives such as but not limited to lime, cement, or fly ash to modify
aggregates to meet the requirements of Table 1, unless shown on the plans.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF(CATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERL,AY (2012-16)
01926
32(123-3
PLEXiBLE BASE COURSES
Page 3 of 7
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Table 1
Material Re uii•ements
Test Nlethod Grade 1 Gr�de 2
Master gradation sieve
size (% retained
2-1/2 in. — 0
I-3/4 in. 0 0-10
��g i�� Tex-110-E 10-35 —
3/8 in. 3�-50 —
No.4 45-65 45-75
No.40 7�85 60-85
Liquid limit, % max.� Tex-104-E 35 40
PlastiCity index, max.' Tex-106-E 10 12
Wet ball mill, °/a max.Z 40 45
Wet ball mill, % max. Tex-1 I6-E
increase passing the 20 20
No. 40 sieve
Classification' l .0 I.1-2.3
Min. compressive
strength', psi Tex-117-E
Iateral pressure 0 psi 45 35
lateral pressure 1 S psi 175 175
I_ Determine plastic index in accordance with Tex-107-E Qinear
shrinkage) when liquid limit is unattainable as defined in
Tex-(04-E.
2. When a soundness value is required by the plans, test material in
accordance with Tex-411-A.
3. Meet both the classification and the minimum compressive
strength, unless otherwise shown on the plans.
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4. Material Tolerances:
a) The City may accept material if no more than 1 of the 5 most i•ecent gradation
tests has an individual sieve outside the specified limits of the gradation.
b) When target grading is required by the plans, no single failing test may exceed
the master gi•ading by more than 5 percentage points on sieves No. 4 and larger
or 3 percentage points on sieves smaller than No. 4.
c) The City may accept material if no more than 1 of the 5 most recent plasticity
index tests is outside the specified limit. No single failing test may exceed the
allowable limit by more than 2 points.
5. Material Types
a) Do not use fillers or binders unless approved.
b) Furnish the type specified on the plans in accordance with the following:
1) Type A
a) Crushed stone produced and graded from oversize qua��ried aggregate
that originates from a single, naturally occurring source.
b) Do not use gravel or multiple sources.
2) Type B
a) Only for use as base material for temporaiy pavement cepairs.
b) Do not exceed 20% RAP by weigllt unless shown on plans.
3) Type D
a) Type A material or crushed concrete.
b) Crushed concrete containing gravel will be considered Type D
material.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
321123-4
FLEXiBt,r BASF, COURSGS
P�ge 4 of 7
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c) The City may require sepa��ate dedicated stockpiles in order to verify
compliance.
d) Crushed concrete must meet the fo(lowing cec�uirements:
(1) Table 1 for tlle grade specified.
(2) Recycled matei•ials must be fi�ee fi•om reinfoi•cing steef and othec
objectionable material and have at most 1.5 percent deleterious
material when tested in accoi•dance wit11 TEX-413-A.
C. Watec
1. Furnish water fi�ee of industrial wastes and other objectionable mattei•.
10 2.3 ACCESSORIES [NOT USED]
ll 2.4 SOURCE QUALITY CONTROL [NOT USED]
12 PART 3 - EXECUTION
13 3.1 INSTALL�RS [NOT USED]
14 3.2 EXAMINATION [NOT USED]
15 3.3 PREPARATION
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A, General
1. Shape the subgf•ade or existing base to conform to the typical sections shown on the
plans or as directed,
2. When new base is required to be mi;ced with existing base:
a. Deliver, place, and spread the new flexible base in the required amount.
b. Manipulate and thoroughly mix the new base with existing material to p��ovide
a uniform mixtuc•e to the specified depth before shapii�g.
B. Subgrade Compaction
1. Proof roll the roadbed befoi•e pulve��izing oc scai•ifying in accordance with the
following:
a, Proof Rolling
1) City Project Representative must be on-site duriilg proof i•olling operations.
2) Use equipment that will apply sufficient (oad to identify soft spots that �•ut
or pump.
(1) Acceptable equipment includes fully loaded single-axle water ti•ucl<
with a 1500 gallon capacity.
3) Make at least 2 passes with the proof roller (down and back = 1 pass),
4) Offset each trip by at most 1 tire width.
5) If an unstable or non-uniform ar•ea is found, cor•rect the area.
b. Correct
1) Soft spots that rut or pump greater than 3/4 inch.
2) Areas that is unstable or non-uniform.
2. Installation of base material cannot proceed until compacted subgrade approved by
the City.
40 3.4 INSTALLATION
41 A. General
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT►ON DOCUMGNTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
321123-5
PLEXIBLE BASE COURSES
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1. Construct each layer uniformly, fi•ee of loose or segregated areas, and with the
required density and moisture content.
2. Provide a smooth surface that conforms to the typical sections, lines, and grades
shown on the plans or as directed,
3. Haul approved flexible base in clean, covered trucks.
B. Equipment
1. General; Provide machineiy, tools, and equipment necessa�y for proper eYecution
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, tile 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.
C. Placing
1, Spread and shape flexible base into a uniform layer by approved means the same
day as delivered unless otherwise approved.
2. Place material such that it is mixed to minimize segregation.
3. Construct layers to the thickness shown on the plans, while maintaining the shape
of the course.
4. Where subbase or base course exceeds 6 inches in thickness, construct in two or
more courses of equal thickness.
5. Minimum lift depth: 3 inches,
6. Control dust by sprinkling.
7. Correct or replace segregated areas as directed.
8. Place successive base courses and �nish courses using the same construction
methods required for the first course,
D. Compaction
1. General:
a. Compact using density control un(ess otherwise shown on the plans.
b. Multiple lifts are permitted when shown on the plans o�• approved,
c. Bring each layer to the moisture content directed. When necessary, sprinkle the
material to the extent necessai•y to provide not less than the required density.
d. Compact the full depth of the subbase or base to the extent necessary to remain
�rm and stable under construction equipment.
2. Rolling.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
321123-6
FLEXIBLF E3ASB COURSES
P�ge 6 of' 7
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a. Begin rolling longitudinally at the sides and proceed towai�ds the center,
overlapping on successive trips by at least 1/2 the width of the coller unit.
b, On superelevated curves, begin rolli�lg at the low side and p►•ogress towac•d the
high side.
c. Offset altei•nate ti•ips of the t�ollei•,
d. Operate rollers at a speed between 2 and 6 mpll as directed.
e. Reworlc, recompact, and refinish n�aterial that fails to meet or that loses
i•equii•ed moistuce, density, stability, or finish before tha neYt course is placed or
the project is accepted.
£ Continue woi•Ic until speciiication requirements are met.
g. Proof roll the compacted flexible base in accordance with the following:
1) Proof Rolling
a) City Project Representative must be on-site during proof rolling
operations.
b) Use equipment that will apply sufficient load to identify soft spots that
rut or pump.
(1) Acceptable equipment includes fully loaded single-a:cle water trucic
with a 1500 gallon capacity,
c) Make at least 2 passes with the proof i•ollei� (down and bacic = 1 pass).
d) Offset each h�ip by at most 1 tire width.
e) If an unstable or non-uniform a►�ea is found, correct the area,
2) Corcect
a) Soft spots that rut or pump greater than 3/4 inch.
b) Areas that is unstable or non-unifoi•m.
3. Tolerances
a. Maintain the shape of the course by blading.
b. Completed surface shall be smooth and in confo�•mity with the typical sections
shown on the plans to the established lines and grades.
c. For subgrade beneatll paving sucfaces, co�•��ect any deviation in excess of 1/4
inch in cross section in length greatei� than 16 feet measured longitudinally by
loosening, adding or removing material, Reshape and recompact by sprinl<ling
and rolling,
d. Coerect all fractw�es, settlement or segregation immediately by scarifying the
areas affected, adding suitable material as required. Reshape and recompact by
spi•inkling and rolling.
e. Should the subbase or base course, due to any reason, (ose the required
stability, density and itnish before the surfacing is complete, it shall be
recompacted at the sole expense of the CONTRACTOR.
4. Density Control,
a. Minimum Density; 95 percent compaction as determined by ASTM D698.
b. Moistur•e content: minus 2 to plus 4 of optimum.
E, Finishing
43 1. After completing compaction, clip, sl<in, or tight-blade the surface witll a
44 maintainer or subgrade trimmer to a depth of approximately 1/4 inch.
45 2. Remove loosened material and dispose of it at an approved location.
46 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic
47 tire roller until a smooth surface is attained,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July l, 2011
321123-7
FLEXIBLE [3ASL COURSES
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4. Add small increments of watei• as needed during rolling.
S. Shape and maintain the course and surface in conformity with the typical sections,
lines, and grades as shown on the plans or as directed.
6, In areas where surfacing is to be placed, coirect grade deviations greater than 1/4
inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire
width of the ci•oss-section.
7. Correct by loosening, adding, or cemoving mate��ial.
8. Reshape and recompact in accordance with 3.4.C.
3.5 [REPAIR]/ [RESTORATION] [NOT US�D]
3.6 RE-INSTALLATION [NOT US�D]
3.7 QUALITY CONTROL
A. Density Test '
1. City to measure density of flexible base couise.
a. Notify City Project Representative when flexible base ready for density testing.
b. Spacing directed by City (1 per block minimum).
c. City Project Representative determines location of density tasting,
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
26
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28
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMLNTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-1 b)
01926
321133-I
CEML'NT TREATED BASE COURSES
Page I of 7
2
3 PART1- G�N�RAL
4 1.1 SUMMARY
5 A. Section Tncludes
S�CTION 32 11 33
CEMENT TREATED BASE COURSES
6 1. Treating subgrade, subbase and base coui•ses by the pulverization, addition of
� cement, mixing and compacting tlle mix material to the required density.
8 2. Item applies to the natural ground, embankment, existing pavement, base or
9 subbase couises placed and shall conform to the typical section, lines and gi•ades
10 shown ot1 the plans.
11 B. Deviations fi•om City of Fort Worth Standa►•ds
12 1. None
13 C, Related Specification Sections include but a��e not necessarily limited to
14 1. Division 0- Bidding Requicements, Cont►�act Forms, and Conditions of the Conti•act
15 2. Division 1- General Requicements
16 3. Section 32 11 26 - Flexible Base Courses
17 1.2 PRIC� AND PAYM�NT PROC�DUR�S
18 A, Measurement and Payment
19 1. Measurement
20 a. Cement: measure by the ton (dry weight).
21 b. Cement Treatment
22 1) Measure by the square yard of surface acea.
23 2) The dimensions for determining the surface area is established by the
24 widths shown on the plans and the lengths measured at placement.
25 2. Payment
26 a, Cement; paid for at the unit pi•ice bid and full compensation for:
27 1) furnishing the material
28 2) a(1 fi•eight involved
29 3) all unloading, storing, and handling
30 b. Cement Treatment: based on the work performed and placed and includes full
31 compensation for:
32 1) pulverizing or providing the soil material;
33 2) handling, hauling and spreading d�y or slur�y cement;
34 3) mixing the cement with the soil either in-place or in a mixing plant;
35 4) furnishing, hauling and mixing water with the soil-cement mixture;
36 5) spreading and shaping the mixture; compacting the mixture, including all
37 rolling required for compaction;
38 6) surface �nishing;
39 7) water and sprinkling;
40 8) curing;
41 9) and for al( manipulation, labor, equipment, appliances, tools and incidentals
42 necessa�y to complete tl�e worl<,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 201 I
321133-2
CENIENT "1'RGATGD BASG COURSES
Page 2 of 7
1 1.3 R�FERENCES
2 A. Reference Standards
3 1. Reference standards cited in this specification refer to the current reference standard
4 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. ASTM Tnteinational (ASTM):
7 a. C150, Standard Specification for Portland Cement
8 b. D698, Standard Test Metllods foc Laboratory Cotnpaction Characteristics of
9 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 I<N-m/m3))
10 3. Texas Department of Transportation (TxDOT)
I 1 a. Tex-101-E, Preparing soil and flexible base materials for tesiing
12 b. Tex-140-E, Measuri�lg thickness of paving layers
13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED)
14 1.5 ACTION SUBMITTALS [NOT USEll]
15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
16 1.7 CLOSEOUT SUBMITTALS [NOT USED]
17 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED)
18 1.9 QUALITY ASSURANCE [NOT USED)
19 1.10 DELIVERY, STORAGE, AND HANDLING
20 A. Truck Delivered Cement
21 1. Each truck ticicet shall bear the weight of cement measured on cet�tified scales.
22 2. Submit deliveiy tickets, certified by supplier, that include weight with each bulk
23 deliveiy of cement to the site.
24 1.11 FIELD [SITE] CONDITIONS �
25 A. Start cement application only when the air temperature is at least 35 degrees F and
26 rising or is at least 40 degrees F.
27 B. Measure temperature in the shade away from ay-tificial heat.
28 C. Suspend application when the City detei•mines that weather conditions are unsuitable.
29 1.12 WARRANTY [NOT USED]
30
31
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PART 2 - PRODUCTS
21 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MAT�RIALS
A. General
1. Furnish uncontaminated materials of uniform quality that meet the cequirements 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 HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July l, 2011
321133-3
CEMGNT TREATGD BASE COURSES
Page 3 of 7
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3 C.
4
5 D,
4. The City may sample and test project materials at any time before compaction.
Cenlent; ASTM C 150 Type I, II or IP.
F1eYible Base Couises: Furnish base material that meets the requirements of Section 32
11 26 for the type and grade shown on the plans, before the addition of cement,
Water: Furnish water fi•ee of industrial wastes and otllec objectionable material.
6 2.3 ACC�SSORI�S [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT US�D]
8 PART 3 - EX�CUTION
9 3.1 INSTALL�RS [NOT US�D]
10 3.2 EXAMINATION [NOT US�D]
11 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
IS
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A. General
1. Pi•oduce a completed couise of treated material containi��g;
a. uniform Portland cement mixture, free fcom loose or segregated areas.
b, wliform density and moistuf�e content.
c. well bound for full depth.
d. with smooth surface and suitable fo�• placing subsequent coui•ses.
2. Maximum layer depth of cement tceatment 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 machineiy, tools, and equipment necessa�y 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 tlle plans
oc directed.
b. When specific types of equipment are required, use equipment that meets the
specifled 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 desi►•ed results are not achieved.
d. City may requii•e CONTRACTOR to substitute equipment if production rate
and quality requirements of the Contract are not met.
3. Slurry Equipment.
a. Use slurly tanlcs equipped with agitation devices for cement application.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
321133-4
CEMENT TREATED BASE COURSES
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b. The City may approve other slurrying methods.
c. Provide a pump for agitating the slurry when the disti•ibutor ti•uck is not
equipped with an agitator.
4. Pulvei•ization Equip►nent.
a. Provide pulverization equipment that:
I) cuts and pulvei•izes material unifol•mly to the proper depth with cutters tllat
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 e:cisting material after shaping so that 100 percent by diy
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 diy weight passes a No. 4 sieve exclusive of gravel or
stone retained in sieves,
D. Cement Application
l. Spread by an approved dry oi• sluriy method uniformly on the soi) 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-houi•s 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 fi•eshly 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, fi•ee
from all clods and lumps.
3. Keep mixture within moisture tolerances throughout the operation.
4. Spread and shape tlle 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20] 1
HMAC SURFACE OVERLAY (2012-16)
01926
321133-5
CEM�NT TREATED BASL COURSES
Page 5 of 7
1 Table 1
2 G►•adation Re uirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
No, 4 60
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F. Compaction
1. Prior to the beginning of compaction, the miYture shall be in a(oose condition for
its full depth.
2. Compact matej•ial to at least 95-percent of the maximum density as determined by
ASTM D698,
3. At the start of compaction, the pe�•centage of moisture in the mixture and in un-
pulverized soil lumps shall be less than the quantity which shall cause the soil-
cement mi:cture to become unstable during compaction and finishing.
4. When the uncompacted soil-cement rnixhue is wetted by rain so that the ave�•age
moisture content exceeds tlle tolerance given at the time of �nal compaction, the
entire section shall be reconstructed in accordance with this specification at the sole
expense of the CONTRACTOR.
5. The specified optimum moistuce content and density sllall be determined in the
�ield on the representative samples of soil-cement mixture obtained from the area
being processed.
6. Final moisture content shall be within minus-2 to plus-4-of-optimum.
7. Begin compaction after mixing and after gradation and moisture requirements have
been met,
8. Begin compaction at the bottom and continue until the entire depth of the mixture is
uniformly compacted,
9. Uniformly compact the mixture to the s�ecified density within 2-houys,
10, After the soil and cement mixture is compacted uniformly apply water as needed
and thoroughly mix in.
11. Reshape the surface to the required lines, grades and cross section and then lightly
scarify to loosen any impi•int left by the compacting or shaping equipment,
G. Maintenance
2.
3.
4.
5.
6,
Maintain the soil-cement treatment in good condition fi•om the time it first starts
work until all work shall is completed.
Maintenance includes immediate repaii•s of any defect that may occur after the
cement is applied.
Maintenance woi•k shall be done by the CONTRf1CTOR at the CONTRACTOR'S
expense and repeated as often as necessaiy to keep the area continuously intact.
Repairs are to be made in such a manner as to insure restoration of a unifoi•m
surface for the full depth of treatment,
Remedy any low area of treated subgrade by scarifying the surface to a depth of at
least 2 inches, filling the area with treated material and compacting.
Remedy any low area of subbase or base shall by replacing the material for the full
depth of subbase or base treatment rather tllan adding a thin layer of stabilized
material to the completed work.
42 H. Finishing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
321133-6
CEMENT "I'RGA"I'ED BASE COURSES
Page G of 7
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After completing colnpaction of the �nal course, clip, skin, or tight-blade the
starface of the cement-treated material with a maintainer o�• subgrade trimmer to a
depth of approximately 1/4 inch.
Remove loosened material and dispose of at an app�•oved location.
Roll the clipped stuface immediately with a pneumatic tire co(ler adding small
increments of moisture as needed and until a smooth surface is attained.
Add small amotults of water as needed during i•olling. Shape and maintain tlle
course and surface in conformity with the typical sections, lines, and grades shown
on the plans or as di�•ected.
Surface compaction and iinishing shall proceed in such a manner as to produce, in
not more than 2-hours, a smootll, closely 1<nit surface, frea of cracks, ridges or loose
material, conforming to the drawn grade and line shown on the plans.
After the final layer or course of the cement modified soil has been compacted, it
shall be brought to the required lines and grades in accordance with the typical
sections.
The completed section shall then be fnished by rolling with a pneumatic tire or
other suitable roller sufficiently to create micro cracking.
I. Curing
1. General
a. Cure for at least 48 hours.
b. Maintain the moisture content during curing at no lower than 2 percentage
points below optimum.
2. Curing method depends on finished pavement type:
a. Concrete pavement:
1) Sprinkle with water
2) Maintain moisture ducing curing
3) Do not allow equipment on the finished course during curing except as
required for sprinkling, unless otherwise approved.
b. Asphalt Pavement:
1) Apply an asphalt mate►•ial at a rate of 0.05 to 0.20 gallon per square yard.
2) Do not allow equipment on the finished course during curing
3. Continue curing until paving oper•ations begin,
[REPAIR]/ [RESTORATION] [NOT USED]
RE-INSTALLATION [NOT USED]
35 3.7 FIELD QUALITY CONTROL
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Density Test
1. City Project Representative must be on site during density testing
2. City to measure density of cement treated base course in accordance with ASTM
D693 8. ,
3. Spacing directed by City (1 per block minimum).
4. City Pi•oject Representative deter•mines density testing locations.
Depth Test
A
i
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
321133-7
CEM�NT TREATED BASE COURSES
Page 7 of 7
1 1. Tal<e minimum of one coce per 500 lineac feet per each direction of travel
2 staggering test location in each lane to determine in-place depth.
3 2. City Project Representative detecmines depth testing locations.
4 3.8 SYSTEM STARTUP [NOT US�D]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT US�D)
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT US�D]
9 3.13 MAINTENANCE [NOT US�D]
10 3.14 ATTACHMENTS [NOT US�D]
11
12
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
321216-I
ASPHAL"I' PAVING
Page 1 of 23
1
2
3 PART1- GENERAL
SECTION 32 12 16
ASPHALT PAVING
4 1.1 SUMMARY
5 A. Construct a pavement layer composed of a compacted, dense-graded mixture of
6 aggregate and asphalt binder for surface or base courses.
7 B, Standat•d Detail
8 l, H,M.A.C. Pavement Consh�uction Details
�
11
12
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14
15 1.2
C. Deviations fi�om City of Fort Worth Standards
1. None
D. Related Speci�ication 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 Ol 17 - Permanent Asphalt Paving Repair
PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Measurement
18 a. Asphalt Pavement: measure by the square yar•d of completed and accepted
19 asphalt pavement in its final position for val•ious thicknesses and types.
20 b. H.M.A.C. Transition: measure by the ton of composite hot mix.
21 c. Asphalt Base Course: rneasure by the square yard of completed and accepted in
22 its �nal position for vaf•ious thicknesses.
23 d. H.M.A.C. Pavement Level Up; measure by the ton of completed and accepted
24 in its final position.
25 e. H.M,A.C. Speed Cushion: measure by each completed and accepted in its final
26 position.
27 2. Payment: Based on the work performed and all materials furnished and subsidiary
28 work and materials include:
29 a. shaping and fine grading the roadbed
30 b. furnishing, loading and unloading, storing, hauling and handling all materials
31 including all freight and royalty
32 c. traffic control for all testing
33 d. asphalt, aggregate, and additive
34 e. materials and work needed for cocrective action,
35 f. equipment, labor, tools
36 g. trial batches,
37 h. tack coat,
38 i. removal and/ol• sweeping excess material.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFtCATION DOCUMENTS 01926
Revised July 1, 201 I
32 12 l6 - 2
ASPHALT PAVING
Page 2 of 23
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1.3 REFERENCES
A. Abbreviations and Acronyms
1. RAP (i•eclaimed asphalt pavement)
2. SAC (surface aggregate classification)
3. BRSQC (Bituminous Rated So�u•ce Quality Catalog)
4. AQMP (Aggregate Quality Monitoring Program)
5. H.M.A.C. (Hot Mix Asphalt Conc�•ete)
6. WMA (Wai•m Mix Asphalt)
B. Reference Staildacds
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, un(ess a date is specifically cited.
2. National Institute of Standards and Technology (NIST)
a. Handboolc 44 - 2007 Edition; Specifications, Tolerances, and Other Technical
Requirements for Weighing and Measuring Devices
3. ASTM International (ASTM):
a. ASTM D6084 - 06 Standard Test Method for Efastic Recoveiy of Bituminous
Materials by Ductilo�neter
4. American Association of State Highway and Transportation Officials
a, MP2 Standard Speci�cation for Superpave Volumetric Mix Design
b. PP28 Standard Practice for Super•pave Volumetric Design for� Hot Mix Asphalt
(HMA)
c. T 201, ICinematic Viscosity of Asphalts (Bitumens)
d, T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capilla�y
V iscometer
e. T 316 Standard Method of Test for Viscosity Detei•mination of Asphalt Binder
Using Rotational Viscometer
f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
Binder Using the Bending Beatn Rheometer (BBR)
5. Texas Department of Tcansportation
a. Bituminous Rated Source Quality Catalog (BRSQC)
b. TEX 100-E, Suiveying and Sampling Soils for Highways
c. Tex 106-E, Calculating the Plasticity Index of Soils
d. Tex 107-E, Detecmining the Bar Linear Shrinkage of Soils
e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
f. Tex 203-F, Sand Equivalent Test
g. Tex-204-F, Design of Bituminous Mixtures
h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures
i. Tex 217-F, Detecmining Deleterious Material and Decantation Test for Coarse
Aggregates
j. Tex-226-F, Indirect Tensile Strength Test
k, Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures
l. Tex-243-F, Tack Coat Adhesion
m. Tex-244-F, Thermal pi•o�le of Hot Mix Asphalt
n. Tex 280-F, Determination of Flat and Elongated Particles
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIPICATION DOCUMENTS
Revised July 1, 201 1
HMAC SURFACE OVERLAY (2012-16)
01926
321216-3
ASPHAL'I' PAVING
Page 3 of 23
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o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Minei•al Aggl•egates
(Decantation Test for Concrete Aggregates)
p. Tex 408-A, Organic Impurities in Pine Aggregate for Concrete
q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine
r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
s. Tex 460-A, Determining Crushed Face Pai�ticle Count
t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion
u. Sulfate
v. Tex-530-C, Effect of Wa�er on Bituminous Paving MiYtures
w. Tex-540-C, Measui•ement of Polymer Sepa�•ation on Heating in Modified
Asphalt Systems
x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
y. Tex-920-IC, Verifying the Accuracy of Drum Mix Plant Belt Scales
z. Tex-921-IC, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 ACTION SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1.
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD CONDITIONS
25
26
27
28
29
A. Weather Conditions
1. Place mixture when the roadway surface temperature is equal to or higher than the
temperatures listed in Table l.
Table 1
Minimum Pavement Surface Tem eratures
Minimum Pavement Surface Temperatures in
De rees Fahrenheit
Originally Specified High Subsarface Layers or Sarface Layers Ptaced in
Temperature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 45
PG 70 55'
PG 76 or hi�her 60�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
�
.1
.1
1-IMAC SURFACE OVERLAY (2012-16)
01926
321216-4
ASPHALT PAVING
Page 4 of 23
1 �� Conti•actors may pave at te�nperatures 10°F lower than the values shown in Table 1
2 wllen utilizing a paving process iucluding WMA or equi�ment that eliminates thermal
3 segregation. In such cases, the contractor must use either a hand held they�mal camera
4 or a hand held infrared thermometer operated in accordance with Tex-244-F to
S 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 mi:ctures only when weatller conditions
9 and moisture conditions of the roadway surface are suitable in the opinion of the
10 City.
11
12 112 WAI2I2ANTY [NOT USED]
13 PART 2 - PRODUCTS
14 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
15 2.2 MATERIALS
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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 matei•ial source or formulation.
4. When the CONTRACTOR malces a source or formulation change, the City will
verify that the requirements of this specification are met and may requice a new
laboratory mixture design, trial batch, or both.
5. The City may sample and test project matecials 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.
General:
a. Furnish aggregates fi•om soui•ces that conform to the cequirements shown in
Table 1, and as specified in this Section, unless otherwise shown on the plans.
b. Provide aggregate stockpiles that meet the defnition in this Section for either
coaise aggregate or �ne aggregate.
c. When reclaimed asphalt pavement (RAP) is allowed by plan note, pt•ovide RAP
stockpiles in accordance with this Section,
d. Aggregate fi•om RAP is not requii•ed to meet Table 2 requirements unless
otherwise shown on the plans.
e. Supply mechanically crushed gravel or stone aggregates that meet the
definitions in Tex 100 E.
f. Samples must be fi•om materials produced for the project,
g. The City will establish the surface aggregate classification (SAC) and perform
Los Angeles abrasion, magnesium sulfate soundness, and Mic1•o-Deval tests.
C(TY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFICATtON DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
321216-5
ASPV-{ALT PAVING
Page 5 of'23
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h
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Table 2
10
11
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19
20
21
22
23
24
25
26
27
A re ate Quality Re uiremeixts
Pro er Test Method Re uirement
Coarse A re ate
SAC AQMP As shown on lans
Deleterious material, percent, max Tex-217-F, Part I 1.5
Decantation, ercent, ma:c Tex-217-F, Part II 1.5
Micro-Deval abrasion, percent, max Tex-461-A Note 1
Los An eles abrasion, ei•cent, max Tex-410-A 40
Magnesium sulfate soundness, 5 cycles, pe�•cent, max Tex-411-A 30
Coarse aggregate angularity, 2 crushed faces, 3
percent, min Tex 460-A, Part I 85
Flat and elongated particles 5: l, 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
i. i�ot usea ior acceptance purposes, usea ny tne t;iry as an maicator ar the neep tor turtner mvest�gation.
2. Unless otherwise shown on the plans,
3. Unless otherwise shown on the plans. Only applies to crushed gravel.
Perform all other aggregate quality tests listed in Table 2.
Document all test results on the mixhu•e design report.
The City may perform tests on independent or split samples to verify
CONTRACTOR test results.
Stockpile aggregates for eac11 soui•ce and type separately and designate for the
City.
Determine aggregate gradations fo�• mixture design and production testing
based on the washed sieve analysis given in Tex 200 F, Pact II.
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 fi•om sources listed in the BRSQC.
4) Provide aggregate fi•om 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 foi•
nonlisted sources.
6) Class B aggregate meeting all other requirements in Table 2 may be
blended with a Class A aggregate in ordei• 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 volume if the bulk specific gravities of the Class A and B
aggregates diffe�• by more than 0.300.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUM�N'1'S
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-1b)
01926
321216-6
ASPFIALT PAVING
Page 6 of 23
1 9) When blending, do not use Class C oi• D aggregates,
2 10) For blending purposes, coarse aggregate fi�om RAP will be considered as
3 Class B aggregate.
4 11) Pi•ovide coarse aggregate witll at least the minimum SAC shown on the
5 plans.
6 12) SAC requirements apply only to aggregates used on the surface of travel
7 lanes, unless otherwise shown on the plans.
8 n. RAP is salvaged, milled, pulverized, bi•oken, or crushed asphalt pavement.
9 1) No RAP pei•mitted for TYPE D H.M.A.C.
10 2) Use no moi•e tl�an 20 peccent RAP on TYPE B H.M.A.C, unless otherwise
11 shown on the plans.
12 3) Crush or brealc RAP so that 100 percent of the particles pass the 2 inch
13 sieve.
14 4) RAP from either CONTRACTOR or City, including RAP genei�ated dut•ing
15 the project, and is permitted only when shown on the plans,
16 5) City-owned RAP, if allowed for use, will be available at the location
17 shown on the plans.
18 6) When RAP is used, determine asphalt content and gradation for mixture
19 design purposes.
20 7) Perfor►n othei- tests on RAP when shown o» the plans.
21 8) When RAP is allowed by plan note, use no more than 30 percent RAP in
22 Type A or B mixtures unless otherwise shown on the plans.
23 9) Do not use RAP contaminated with ditt or other objectionable materials.
24 10) Do not use the RAP if the decantation value exceeds S percent and the
25 plasticity index is greater than 8.
26 11) Test the stocicpiled RAP for decantation in accordance with the laboratoiy
27 method given in Tex-406-A, Part I,
28 12) Determine the plasticity index using Tex-106-E if the decantation value
29 exceeds Spercent.
30 13) The decantation and plasticity index requirements do not apply to RAP
31 samples with asphalt removed by extraction.
32 14) Do not intermingle CONTRACTOR-owned RAP stocicpiles with City-
33 owned RAP stockpiles.
34 15) Remove unused CONTRACTOR-owned RAP matei•ial fi•om the project
35 site upon completion of the project,
36 16) Return unused City-owned RAP to the designated stackpile location,
37 0. Fine Aggregate,
38 lj Fine aggregates consist of manufactured sands, screenings, and field sands.
39 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3.
40 3) Supply fine aggregates that are fi•ee from organic impurities.
41 4) The City may test the fine aggregate in accordance witll Tex-408-A to
42 verify the material is free fi�om organic impurities,
43 5) At most 15 percent of the total aggregate may be field sand or other
44 uncrushed fine aggregate,
45 6) With the exception of field sand, use fine aggregate fi�om coarse aggregate
46 sources that meet the requirements shown in Table 2, unless otherwise
47 approved.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July I, 2011
32121(-7
ASPHALT PAVING
Page 7 of 23
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2
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4
7) If 10 percent or moce of the stocl<pile is retained on the No. 4 sieve, test the
stockpile and verify that it meets the requirements in Table 1 for coarse
aggregate angularity (TeY-460-A) and flat and elongated particles
(Tex-280-F).
Table 3
G►�adation Re �uirements for Fine Aggregat
pe►•cent Passing by Weight o►•
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
5
6
7
8
9
10
11
12
13
2. Mineral Piller. Mineral filler consists of finely divided mineral matter such as
agricultural lime, crusher �nes, hydrated lime, cement, or fly ash. Mineral filler is
allowed unless otherwise shown on the plans. Do not use more than 2 percent
hydrated lime or cement, 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 fi�ee from clumps and foreign matter;
b. does not exceed 3 pei•cent linear shrinkage when tested in accordance with
Tex-107-E; and meets the gradation requirements in Table 4.
14 Table 4
15 Gi•adation Re uirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
16
17
18
19
20
21
22
23
3. Baghouse Fines. Fines collected by the baghouse or other dust-collecting equipment
may be ceintroduced 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 SP�CIFICA7'ION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
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32 12 16 - 10
ASPEIAL'I' PAVING
Page 10 of 23
0
2 b. Separation testing is not required if:
3 1) a modi�er is introduced sepai•ately at the mix plant eithei• by injection in the
4 asphalt line o�� miYer,
5 2) tl�e binder is blended on site in coniinuously agitated tanl<s, or binder
6 acceptance is based on iield samples talcen fi�om 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, fiu•nish CSS-IH, SS-1H, oi• a
10 PG binder with a minimum high-temperatuj�e grade of PG 58 for tack coat
11 binder in accordance with Section 2.2.A.5.
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
6. Additives.
a. General:
1) When shown on the plans, use the type and rate of additive specified,
2) Other additives that facilitate mixing oi• impi•ove the quality of the mixture
may be allowed when app��oved.
b. Liquid Antistripping Agent.
1) Furnish and incoiporate all 1•equii•ed asphalt antistripping agents in aspllalt
concrete paving mixttu�es and asphalt-stabilized basa mixtures to meet
moisture resistance testing requirements.
2) Pcovide a liquid antistripping agent that is uniform and shows no evidence
of cjystallization, settli��g, or separation.
3) Ensure that all liquid antistripping agents arrive in:
a) properly labeled and unopened containers, as shipped fi•om the
manufacturer, or
b) sealed tank trucks with an invoice to sliow contents and quantities.
c) Provide pr•oduct information to the City including;
(1) Materia] safety data sheet
(2) Speci�c gravity of the agent at the manufacturei's recommended
addition temperature,
(3) Manufacturer's recommended dosage range, and
(4) Handling and storage instructioils.
4) Addition of lime or a liquid antistripping agent at the Mix Plant,
incorporate into the binder as follows:
a) Handle in accoi•dance with the manufacturer's recommendations.
b) Add at the manufacturer's recommended addition temperahire,
c) Add into the asphalt line by means of an in-line-metering device.
c. L,iquid Asphalt Additive Meters,
1) Provide a means to clleck the accuracy of ineter output for asphalt primer,
fluxing materia(, and liquid additives.
2) Furnish a meter that reads in increments of 0.1 gal. or less.
3) Verify accuracy of the meter in accordance with Tex-923-K.
4) Ensure the accuracy of the meter within 5.0 per•cent.
44 7. Mixes
45 a. Design Requirements:
46 1) Unless otherwise shown on the pla�is, 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 (2012-16)
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS 01926
Revised July 1, 2011
1
2
3
4
5
321216-I1
ASPHALT PAVING
Page 11 of 23
2) Furnish the City with representative samples of all matet•ials 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 (�ercent 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
#30 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 VMAI, ercent Minimum
— 13.0 14.0 15.0
Plant-Produced VMA, ercent Minimum
— 12.0 13.0 14.0
�. voius m ivimerai Hggregates.
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
Table 7
Laborato Mixture Desi n Pro erties
Prope�-ty Test Requirement
Method
Tar et laboratot -molded densi , ercent Tex-207-F 96.0
Tensile strength (dry), psi (molded to 93 Tex-226-F 85-2002
ercent � 1 ercent densi )
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 de�ned 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
32 12 16 - l2
ASPHALT PAVING
Page 12 of 23
I
�3
d. When WMA is not required as shown on plans, produce an asphalt mixttu•e
within the tempei•atw�e i•ange of 215 degrees F and 275 deg��ees
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALL�RS [NOT USED]
8 3.2 �XAMINATION [NOT US�D]
9 3.3 PREPARATION
10 A, Hauling Operations
11 l. Before use, clean all trucic beds to ensure mixture is �lot contaminated,
12 2, When a celease agent is necessaiy to coat trucic beds, use a release agent approved
13 by the City.
14 3, Petroleum based products, such as diesel fuel, should not be used.
15 4. If wind, rain, temperatuce or haul distance impacts cooling, insulate trucic beds or
16 cover tl�e truck bed with tarpaulin.
17 5. If haul time in project is to be greater than 30 minutes, insulate trucic beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
A, Equipment.
1. General:
a, Provide required or necessary equipment to produce, haul, place, compact, and
core aspha(t concrete pavement.
b. Ensure weighing and measuring equipment complies with specification.
a Synchronize equipment to produce a mixture meeting the required proportions.
2. Production Equipment:
a. Provide:
1) di•um-mix type, weigh-batch, or modified weigh-batch mixing plants that
ensm•e a uniform, continuous production;
2) automatic proportioning and measuring devices with interlock cut-off
circuits that stop operations if the control system malfunctions;
3) visib(e i•eadouts indicating the weight or volume of asphalt and aggregate
proportions;
4) safe and accurate means to tal<e requiced samples by inspection forces;
5) permanent means to checl< the output of inetering devices and to perform
calibration and weight checks;
6) additive-feed systems to ensui•e a�miform, continuous material flow in the
desired proportion.
3. Weighing and Measuring Equiprnent.
a. General.
CI'1'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
32 12 16 - 13
ASPHAL'I' PAVING
Page 13 of 23
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2
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4
5
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7
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48
49
4
1) Provide weighing and measui•ing equipment foi• materials measured or
proportioned by weight or volume.
2) Provide certified scales, scale installations, and measucing equipment
meeting the requirements of NIST Handbook 44, except that the requii•ed
accuracy must be 0.4 percent of the material being weighed oi• measured.
3) Furnish leak-free weighing containers large enough to ho(d a complete
batch of the material being measured.
b. Truck Scales,
1) Furnish platform truck scales capable of weighing the entire truck or trucic—
h�aile�� combination in a single draft.
c. Aggregate Batching Scales.
1) Ec�uip 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 requi�•ed 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 e:cact weight per batch.
2) Ensure the scale equipment is level.
e. Belt Scales.
1) Use belt scales for propoi�tioning 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 matei•ial.
2) Verify the accuracy of the meter in accordance with Tex-921-K.
3) When using the asphalt meter foc payment purposes, ensure the accuracy of
the meter is within 0,4 percent,
4) When used to measure component materials only and not fo�• payment,
ensure the accuracy of the meter is within 1.0 percent.
g, Liquid Asphalt Additive Meters.
1) Provide a means to check the accucacy of inetei� output for asphalt primer,
fluxing material, and liquid additives.
2) Furnish a meter that reads in inerements of 0.1 gallon or less.
3) Verify accuracy of the meter in accordance with Tex-923-IC.
4) Ensure the accuracy of the metei• 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) sealping screens or other approved methods to cemove any ove��sized
material, roots, or other objectionable materials;
d) a feed system to ensure a uniform, continuous material flow in the
desired proportion to the diyer;
e) an integrated means for moisture compensation;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised luly l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
32 12 16 - I4
ASPHALT PAViNG
Page 14 of 23
1 � belt scales, weigh box, or other approved devices to measure the weigllt
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 matei•ial througll the e�chaust system.
10 2) Interlocic the measuring device into the automatic plant controls to
11 auto�natically 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 dw•ing heating;
16 b) a heating system that controls the temperattn�e ducing production to
17 prevent aggregate and asphalt binder damage;
18 c) a heating system that completely bucns fuel and leaves no cesidue; and
19 d) a recocding thermometer that continuously measures and records the
20 mixture discharge temperature.
21 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 temperatuce.
2� 2) Equip the heating appacatus 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 po��t between any additive blending device
31 and mixer.
32 f, Mixture Storage and Discharge.
33 1) Provide a sui•ge-storage system to minimize interruptions during operations
34 unless otherwise approved.
35 2) Furnish a gob hopper or other device to minimize segregation in the bin.
36 3) Provide an automated system that weighs the mixture upon discharge and
37 produces a ticket showing:
38 a) date,
39 b) project identification number,
40 c) plant identification,
41 d) mix identification,
42 e) vehicle identification,
43 � total weight of the load,
44 g) tare weight of the vehicle,
45 h) weight of mixture in each load, and
46 i) load number or sequential ticket number for the day.
47 g. T�uck Scales.
48 1) Provide standard platform scales at an approved location.
CITY OF FORT WORTH HMAC SURPACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July l, 2011
32 12 16 - 15
ASPHAL'1' PAVING
Page 15 of 23
1
2
3
4
S
6
7
8
9
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IS
16
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5
�
Weigh-Batch Plants. Provide a mixin� plant lhat complies with Section 2.2.B.4
"Drum-Mix Plants," except as i•equired below.
a. Screening and Proportioning.
1) Provide enough hot bins to separate the aggi•egate and to cont►•ol
proportioning of the mixture type specified.
a) Supply bins that discard excessive and oversized matei•ial through
overflow chutes.
b) Provide safe access for inspectors to obtain samples fi•om the hot bins.
b. Aggregate Weigh Box and Batching Scales.
1) P��ovide a weigh box and batching scales to hold and weigh a complete
batch of aggj•egate.
2) Provide an automatic proportioning system with low bin indicato�s that
automatical(y stop when materia) level i» 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 contcols the dry
and wet mixing period and locics the discharge doors for the required
mixing period.
2) Furnish a pug mill with a mixing chamber large enough to p��event spillage.
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 sci•eens 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 necessaiy, coat the inside truck beds with an approved release agent
fi•om 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 finished surface that meets longitudinal
and h•ansverse 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 FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURPACE OVERLAY (2012-16)
01926
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ASPHALT PAVING
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4) Equip the paver wiHl 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
tlie finishing machine to obtai�i the desired lines and grades to eliminate any
hand finishing.
2) Equip the unit with a hitch sufficient to maintain contact between the
hauling equipment's 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 su►•face
that meets longitudinal and transverse pro�le, 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 maximum
deflection does not exceed i/16 inch between supports.
2) Ensu�•e that the lo�lgitudinal controls can ope�•ate from any longitudinal
grade ceference including a string line, slci, mobile string line, or matching
shoes.
3) Furnish paver sl<is or mobile stcing fine at least 40 feet long unless
other•wise approved.
8. Material Transfer Devices.
a. Pt�ovide the specified type of device when sliown on the plans.
b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt
paver.
c. When used, provide windrow picic-up equiprnent constructed to picic 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-pcopelled grader with a blade length of at least 12
36 feet and a wheelbase of at least 16 feet.
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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 coller to meet the production rates
and quality requirements of the Contract unless otherwise sllown 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
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ASPHALT PAVING
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B, Construction.
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
ai�d 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 tacl< coat placement.
b. The nozzle patterns, sp��ay bar height and distribution pressure must work
together to produce uniform application. �
c. The vehicle should be set to provide a"double lap" or "tripie lap" coverage.
d. Nozzie spray patterns should be identical to one another along the distcibutor
spray bar.
e. Spray bar height should remain constant.
f. Pressure within the distributoi• 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.
1. 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 asstu•ance (QA) testing.
25 4. Provide quality control (QC) testing as needed to meet the requirements of this
26 Section.
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C. Production Operations,
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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.
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, oi•
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.
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3. Storage and Heating of ivlateriais.
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 witll 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.
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
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Place the mixture to meet the typical section requirements and produce a smooth,
iinished surface or base course with a unifocm appearance and texture.
Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
Place mixtui•e so longitudinal joints on the sui•face course coincide with lane lines,
or as directed. Ensure that all finished sui•faces will drain properly.
Wl7en End Dump Trucics ai•e used, ensure the bed does not contact the paver when
raised.
5. Placement can be performed by hand in sitlrations where the paver cannot place it
adequately due to space cestrictions.
6. Hand-placing should be minimized to prevent aggregate segregation and surface
texture issues.
7. All hand placement shall be checiced with a straightedge or template befoce 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 Thicicness and Re uired Core Hei ht
Com acted Lift Thictzness
Mixture Type Minimam Maximum
B 2.00 3.00
C 2.00 2,50
D 1.50 2.00
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4, Mixing and Dischai•ge of Materials.
a. Notify the City of the target dischacge temperature and produce the mixtuce
within 25 degrees F of the target.
b. Monitor the temperature of the material in the truck befoce shipping to ensure
that it does not exceed 350 degrees F. The City will not pay for oi• allow
placement of any mixture produced at more than 350 degrees F.
c. Contcol the mixing time and temperatui•e so that substantially all moisture is
removed fi•om the miYture before discharging from the plant.
D. Placement Operations,
2.
3.
n
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9. Tack Coat,
a, Clean the surface before placing the tack coat, Unless otherwise approved,
apply tack coat uniformly at tlle i•ate directed by the City.
b. The City will set the rate between 0,04 and 0.10 gallons of residual asphalt per
square yard of surface area,
c. Apply a thin, uniform tack coat to all contact sul•faces of curbs, sh�uctures, and
all joints.
d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal
beam guard fence and struetures.
e. Roll the tack coat with a pneumatic-tiye roller when directed.
f. The City may use Tex-243-F to verify that tlle tack coat has adequate adhesive
propeeties.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 201 I
32 12 16 - 19
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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 o�• set before
applying hot mix asphalt layeis.
i. Tt•affic should not be allowed on tack coats.
j. When a tacked road surface must be opened to traf�c, they should be covered
with sand to provide fi•iction 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 trucics 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. Windr•ow Operations. When hot mix is placed in windrows, operate windrow
picicup 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 era�
High-Temperature Minimum Placement
Binder Grade Temperature
(Before Enterin Paver
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 ordinaiy compaction control is specified 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, Ileaders,
and similar structures and in locations that will not allow thorough compaction with
the rollers.
8, The City may i•equire rolling with a trench i•oller on widened areas, in,trenches, and
in other limited areas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
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ASPHALT PAVING
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9. Allow the cotnpacted pavement to cool to 160 degrees F or lower befoce opening to
traffic unless otherwise directed.
10. When directed, sprinkle the finisl�ed mat with water or limewater to expedite
opening the roadway to traf�c.
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 inerease the asphalt content of the mixture to reduce pavement air
voids.
b. Rollers.
1) Furnish the type, size, and number of rollers required foc compaction, as
approved.
2) Use a pneumatic-tire �•oller to seal the surface, unless othei•wise shown on
the p(ans.
3) Use additional rollecs as required to remove any roller marl<s.
c. Air Void Determination.
1) Unless othecwise shown on the plans, obtain 2 roadway specimens at each
location selected by the City for in-place aic void determination.
2) The City will measure ai�• voids in accoi•dance with Tex-207-F and
Tex-227-F.
3) Befo��e drying to a constant weight, cores may be predried using a Corelok
oc similar vacuum device to remove eYcess 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, cliange the production and placement operations
to bcing the in-place air void content within requirements.
e. Test Section.
1) Constr•uct a test section of 1 lane-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 proceduce until a test section with 5 percent to 9 peccent in-
place air voids can be produced.
3) The City wili allow only 2 test sections per day.
4) When a test section producing satisfactory in-place air void content is
placed, resume full pf�oduction,
12. Ordinaly Compaction Contyol.
a. Furnish the type, size, and mnnbei• of rollers required for compaction, as
approved. Furnish at least 1 medium pneumatic-tire roller (minimum 12-ton
weight).
b. Use the control strip method given in Te:c-207-F, Part N, to establish rolling
patterns that achieve maximum compaction.
c. Follow the selected rolling patter•n 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 requir•ements of the plans and speci�cations,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July (, 2011 '
HMAC SURFACE OVERLAY (2012-16)
01926
32 12 16 - 21
ASPIIALT PAVING
Page 21 of 23
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£ When coliing with the 3-wheel, tandem or vibratory rollers, start by first 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.
L Identify and correct irregularities including but not limited to segregation, rutting,
raveling, flushing, fat spots, mat slippage, irj•egular color•, irregular textui•e, roller
marks, tears, gouges, streaks, uncoated aggregate particles, oc broken aggregate
pat�ticles.
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 wili 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 whece the mixtin•e does not bond to the existing pavement.
4. If irregularities are detected, the City may require the CONTRACTOR to
immediately suspend operations or may allow 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 Ol 17.
31 3.6 QUALITY CONTROL
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A. Production Testing
1. Perform production tests to verify asphalt paving meets the performance standard
required in the plans and speci�ications.
2, City to measure density of asphalt paving with nuclear gauge.
3. City to core asphalt paving fi•om the normal thickness of section once acceptable
density achieved. City identifies location of cores.
a. Minimum core diameter: 4 inches
b. Minimum spacing: 200 feet
c. Minimum of one core eveiy block
d. Alternate lanes between core
4. City to use cores to detennine pavement thickness and calculate theoretical density.
a. City to perform theoretical density test a minimum of one per day per stj�eet.
44 B. Density Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
32 12 16 - 22
ASPHALT PAVING
Page 22 of 23
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1. The average measured density of asphalt paving must meet specified density,
2. Avei•age of ineasurements pei• street iiot meeting the minimum specified strength
shall be subject to the money penalties or i•emoval and i•eplacement 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 ] 00- ercent
94 90-percent
95 75-percent
Over 95 remove and replace at the entire cost and expense of CONTRACTOR
as directed by 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,
2.
3.
4.
5.
City measure each core thickness by avei•aging 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 thickness of pavement is revealed during production
testing, subsequent tests necessa�y to isolaCe the deficiency shall be at the
CONTRACTOR' S expense.
The cost for additional coring test shall be at the same rate charged by commercial
laboratories.
Where the average thicicness of pavement in the area found to be deficient, payment
shall be made at an adjusted p�•ice as specified in Table 12.
Table 12
Thickness Deficiency Penalties
Deiiciency in Thickness
Determined bv Cores
Greater Than 0 percent - Not More than 10 percent
Greater Than 10 percent - Not More than 15 percent
Greater Than 15 percent
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20l 1
Proportional Part
Of Contract Price
90 percent
80 percent
remove and replace at
the entire cost and
expense of
CONTRACTORas
directed by OWNER.
HMAC SURFACE OVERLAY (2012-16)
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ASPHALT PAVING
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6. If, in the judgment of the City, the area of such deficiency warcants removal, the
area shall be removed and replaced, at the CONTRACTOR'S entire eYpense, with
asphalt paving of the thickness shown on the plans.
7. No additional payment over the contract unit price shall be made for any pavement
of a thickness exceeding that required by the plans.
3.7 FIELD QUALITY CONTROL [NOT US�D)
3.8 SYST�M STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT USED)
311 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
16
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
O1926
321273-I
ASPHALT PAVING CRACK SEALANTS
Page 1 of 5
�
3 PART1- GEN�RAL
4 11 SUMMARY
5 A,
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8 B.
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10 C
11
SECTION 32 12 73
ASPHALT PAVING CRACI< SEALANTS
Section Includes
1. Sealing transveise and longitudinal ccacks no largec than 1-1/2 inches in asphalt
paving.
Standard Detail
l. Typical Street Construction Details
Deviations from City of Foi•t Worth Standards
1. None
12 D. Related Specification Sections include but ai•e not necessarily limited to
13 1. Division 0- Bidding Requirements, Conh•act Forms, and Conditions of the Contract
14 2. Division 1- Genecal Requirements
15 3. Section 32 12 16 - Aspha(t Paving
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Measurement: measure by the gallon placed.
19 2. Payment: cont��act unit price bid fo�� the work performed and all materials
20 furnished.
21 1.3 REFERENC�S
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A. Reference Standards
1. American Society for Testing and Materials (ASTM):
a. D6690-07, Standard Specification for Joint and Ccack Sealants, Hot Applied,
for Concrete and Asphalt Pavements.
b. D5329-09, Standard Test Methods for Sealants and Fillecs, Hot-Applied, for
Joints and Cracks in Asphaltic and Portland Cement Conerete Pavements.
c. D2196-05, Method A, Standard Test Methods for Rheological Propei-ties of
Non-Newtonian Materials by Rotational (Brook�eld type) Viscometec.
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 Mate�•ials.
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 }iMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 01926
Revised July 1, 2011
32 12 73 - 2
ASPFIALT PAViNG CRACK SGALANTS
Page 2 of 5
1 a. Item 300: "Asphalt, Oils and Emulsions".
2 b, Tex-543-C, Evaporative Recovei•y of Residue for Emulsi�ed Ci•acl< Sealant.
3 c. Tex-544-C, Rubbec Content for Rubber-Asphalt Crack Sealant.
4 1,4 ADMINISTRATIV� REQUIR�MENTS [NOT US�D]
5 1.5 ACTION SUBMITTALS [NOT USED]
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Test and Evaluation Repo��ts
8 1. Prior to installation, CONTRACTOR shall fi►rnish the City certification by an
9 independent testing laboratoiy that tlie crack sealant fi�om each lot of sealant to be
10 used, meets the requirements of this Section.
11 2. The manufacturer of the crack sealanc shall have a minimum two-year
12 demonstrated, documented successfitl �ield performance with asphalt and concrete
13 pavement crack sealant systems. Verifiable documentation shall be submitted to
14 the City.
I S 1.7 CLOSEOUT SUBMITTALS [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 US�D]
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 weathe�� 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-FURNISHED PRODUCTS [NOT USED]
28 2.2 MATERIALS & EQUIPM�NT
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A. Materials
1. Use materials approved by the City.
2. Furnish materials unless othe�•wise 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-emu(sion ci•ack sealer must meet the requirements of
Table 1.
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
321273-3
ASPHALT PAViNG CRACK SEALANTS
Page 3 of 5
Table 1
2 Pol mer-Modified As halt �mulsion Cracic Sealer
Pro�erty 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
Stora e stabili , 1 da , ercent T 59 — 1
Evaporation Tex-543-C
Residue by evaporation, percent 65 —
by wt.
Tests on residue fi•om 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 S 1 100 —
5 cm/min., cm
3
4 b. Rubbei•-asphalt cracic sealer tnust meet the requirements of Tab(e 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 — —
b wt.
CRM content, Grade B, percent by Tex-544-C — — 13 17
wt.
Viigin rubber content , percent by — — Z _
wt.
Flash Point , COC, de rees F T48 400 — 400 -
Penetration , 77 degrees F, I50 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
1, Yroviqe cert�Tication that the mm, percent virgm 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, square-end metal spatula in a manner so as to bring the material on the bottom of the cup to
the surface, i.e., tm�n the material over, Stai�t 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 specified 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 necessa�y equipment and keep equipment in a satisfactoiy working
condition.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-t6)
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS 01926
Revised July ], 2011
32 12 73 - 4
ASPHALT PAVING CRACK SEALANTS
Page 4 of 5
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2. The minimum requirements foc consti•uction equipment sh�ll be as follows:
a. Double-boilei•/agitatoi•-type kettle. 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 pf•essure-type extruding device (hose) with a nozzle that will insert in
the crack.
1) The equipment should allow cecirculation into the inner Icettle when sealing
is not performed.
c. Thermometers. Thermometers should be positioned on the equipment to ensure
application temperahu�es are being met,
d. Handtools. Due to the nature of cracks, handtools are requiced 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 compressar. Consists of an air camp�•essor, hoses, and a venturi-type
nozzle with an opening not exceed 1/4 inch,
1) The air compressor should be equipped with tj•aps that will keep the
campcessed air fi�ee of oil and moisture.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
20 PART 3 - �XECUTION
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 frae of moisture.
28 3.4 INSTALLATION
29
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32
33
34
35
36
A. EYercise caution to prevent additional damage to the pavement surface,
B. Crack Sealant
1. The crack should be sealed fi•om 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 fi•om the pavement surface wllen
a ccack is over�illed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPCCATION DOCUMENTS O1926
Revised July 1, 2011
321273-5
ASPNALT PAVING CRACK SEALANTS
Page 5 of 5
1 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYST�M STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT US�D]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROT�CTION (NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 314 ATTACHMENTS [NOT USED)
�
12
1�►�Z�]�.��L�If[�7►1
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 01926
Revised July 1, 2011
321320-I
CONCRETE S[DEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page I of 5
1
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S�CTION 32 13 20
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
3 PART1- GENERAL
4 1.1 SUMMARY
' S A. Section Includes
6 1. Concrete sidewalks
7 2. Driveways
8 3. Barrier free ramps
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18 1.2
B. Deviations $•om City of Fol-t Worth Standards
1. None
C. Related Specification Sections include but are not necessacily 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
PRICE AND PAYMENT PROCEDURES
19 A, Measurement and Payment
20 1. Measurement
21 a. Concrete sidewalk: measure by the square foot of completed and accepted
22 sidewalk in its final position by thickness and type,
23 b. Driveway: measure by the square foot of completed and accepted driveway in
24 its �nal position by thickness and type.
25 1) From back of projected curb, including the area of the curb radii and extend
26 to the limits specified in plans.
27 2) Sidewalk portion of drive included in driveway measurement
28 3) Curb on driveways included in driveway measurement.
29 c. Barrier free ramps: measure by each unit of completed and accepted barrier
30 free ramp per type by width of connecting sidewalk including:
31 1) curb ramp
32 2) landing and detectable warning surface as shown on the plans.
33 3) adjacent flares or side curb
34 2. Payment: contract unit price bid for the worl< performed and all materials furnished.
35 Subsidiaiy work and materials include:
36 a. excavating and preparing the subgrade
37 b. furnishing and placing all mater•ials
38 c. manipulation, labor, tools, equipment and incidentals necessaiy to complete the
39 work.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-ib)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July l, 2011
321320-2
CONCRrTE SIDEWALKS, DRNEWAYS AND BARR[GR FREE RAMPS
Page 2 of 5
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1.3 REFERENCES
A. Abbreviations and Acronyms
1. TAS — Texas Accessibility Standai•ds
2. TDLR — Te;cas Department of Licensing and Regulation
B. Reference Standards
1. American Society for Testing and Materials (ASTM)
a. D545, Test Methods for Pi•eformed Expansion Joint Fillei•s for Concrete
Construction (Non-extruding and Resilient Types)
b. D698, Test Methods for Laboratocy Compaction Characteristics of Soil Using
Standai•d Effort (12,400 ft-lbf/ft3)
1.4 ADMINISTRATIVE REQUIR�M�NTS [NOT USED]
1.5 SUBMITTALS [NOT USEll]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Mix Design: submit for approval. Section 32 13 13.
B. Product Data: submit product data and sample for pre-cast detectable warning foc
barrier free ramp.
1.7 CLOSEOUT SUBMITTALS
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT US�D]
1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
1.11 FIELD CONDITIONS
A. Weather Conditions; Placement of conc��ete shall be as specified in Section 32 13 13,
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT US�D]
2.2 EQUIl'M�NT AND MATERIALS
A. Forms; wood or metal straight, free fi�om warp and of a depth equal to the thickness of
the finished wock.
B. Concrete; see Section 32 13 13,
1. Unless otherwise shown on the plans or detailed specifications, the standard class
for concrete sidewal]<s, driveways and bai•rier free ramps are shown in the following
table,
Standat•d 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2012-16)
0t926
321320-3
CONCRETE SIDL'WALKS, DRIVEWAYS AND E3ARRIER FREE RAMPS
Page 3 of 5
A 470 3000 0.58 1-1/2
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C. Reinforcement: see Section 32 13 13.
1. Sidewalk, driveway and barrier fi•ee ramp reinfoccing steel shall be #3 deformed
bars at 18 inches on-center-both-ways at the center plane of all siabs.
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-rnolded asphalt board filler: ASTM D545.
c. Install the required size and uniform thickness and as speci�ed in plans.
d. Include two lineis 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 plans.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
16 PART 3 - EXECUTION
17 3.1 INSTALLERS [NOT USED]
18 3.2 EXAMINATION [NOT USED]
19 3.3
20
21
22
23
24
25
26
27
28
29
30
31
32 3.4
33
34
35
36
37
PREPARATION
A. Surface Preparation
1. Excavation: Excavation required for the consh•uction of sidewallcs, driveways and
barrier free ramps shall be to the lines and grades as shown on the plans or as
established by the City.
2. Fine Grading
a. The CONTRACTOR shall do all necessary filling, leveling and fine grading
. required to bring the subgrade to the exact grades specified and compacted to at
least 90 percent of maximum density as determined by ASTM D698.
b. Moistul•e 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.
INSTALLATION
A. General
1. Concrete sidewalks shall have a minimum thickness of 4 inches.
2. Sidewalks constructed in driveway approach sections shall have a minimum
thickness equal to that of driveway approach or as called foi• by plans and
specifications within the limits of the driveway approach.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
321320-4
CONCRETG SIDEWALKS, DRIVEWAYS AND BARRfER FREE RAMPS
Page 4 of 5
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3. Driveways shall have a mii�imum thiclaless of 6 inches. Standard cross-slopes for
wafks shall be 2 percent max in accordance with ctn•rent TAS/TDLR guidelines.
The constructioil of the driveway appt•oach shall include the vai•iable height radius
cucb in accordance with the pfans and details,
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 ceplaced to meet TAS
(no separate pay),
B. Forms: Forms shall be securely staked to line and grade and maintained in a true
position during tlie depositing of concrete.
C. Reinforcement: see Section 32 13 13.
D. Concrete Placement: see Section 32 13 13,
E. Finishing
l, Concrete sidewall<s, driveways and barrier fi�ee camps shall be finished to a true,
even surface.
2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
3. Provide exposed aggregate �nish if specified,
4. Edge joints and sides shall with suitable tools.
F. Joiilts
3
0
1. Expansion joints for sidewall<s, 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.
Expansion joints shall also be placed at all intersections, sidewall<s with concrete
driveways, curbs, formations, other sidewalks and other adjacent old concrete work,
Similar material shall be placed around all obstcuctions protruding into or through
sidewallcs or driveways.
All expansion joints shall be 1/2 inch in thiclrness.
29 5. Edges of all construction and expansion joints and outer edges of all sidewallcs shall
30 be finished to approximately a 1/2 inch radius with a suitable finishing tool.
31 6. Sidewalks shall be marked at intervals equal to the width of the walk with a
32 marking tool.
33 7. When sidewallc is against the curb, expansion joints shall match those in the curb,
34
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37
38
39
40
41
42
G. Barcier Free Ramp
1. Furnish and install brick red color pi•e-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 ot•
landing where the pedestcian 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
O1926
1
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321320-5
CONCRE'I'E SIDGWALKS, DRIVCWAYS AND 13ARR[F,R PREE RAMPS
Page 5 of 5
4. Detectable wai•ning Dome-Tile surface may be cu►-ved along the corner cadius.
5. Install detectable warning surface according to manufacturer's instructions.
3.5 [R�PAIR]/ [R�STORATION] [NOT US�D]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT US�ll]
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROT�CTION [NOT USED)
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT US�D]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
321613-I
CONCRETE CURB ANll GUTTERS AND VALLEY GUT'I'ERS
Page 1 of 5
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SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PART1- GEN�RAL
5 1.1 SUMMARY
6 A. Section Includes
7 1. Concrete Curbs and Gutters
8 2. Concrete Valley Gutter•s
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19 1.2
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B. Standard Detail
1. Typical Street Construction Details
C. Deviations fi•om 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 Cont�•act
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
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payrnent
1, Measurement
a. Concrete Curb and Guttei•: measure by the linear foot of the height specified
complete and in place.
b. Concr•ete Valley Guttei•: measure by the square yard per thicl<ness complete and
in place.
2, Payment; contract unit price bid for the work performed and all materials fucnished.
a, Subsidiary work and materials include:
1) preparing the subgrade
2) furnishing and placing all materials, including foundation couise,
reinforcing steel, and expansion material
3) all manipulation, labor, tools, equipment, and incidentals necessary to
complete the work.
CITY OF FORT WORTH .. HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 01926
Revised July 1, 2011
321613-2
CONCRBTE CURl3 AND GUTTERS AND VALLrY GUTTERS
Page 2 of 5
1 1.3 REFER�NCES [NOT USED]
2 1.4 ADMINISTRATIVE R�QUIREM�NTS [NOT US�D]
3 1.5 ACTION SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED)
5 1.7 CLOS�OUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D)
9 1.11 FIELD CONDITIONS
10 A. Weather Conditions: see Section 32 13 13.
11 1.12 WARRANTY [NOT USED)
12 PART 2 - PRODUCTS
13 2.1 OWNER FURNISHED PRODUCTS [NOT US�D]
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 speciiied in plans.
24 d. Include two line�s 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.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUC"I'ION SPECIFICATION DOCUMENTS 01926
Revised July l, 2011
32I613-3
CONCRETE CUR[3 AND GUTTERS AND VALLGY GU"i'TERS
Page 3 oP 5
1 2.3 ACCESSORI�S [NOT US�D]
2 2.4 SOURC� QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT US�D]
6 3.3 PREPARATION
7 A. Demolition / Removal: See Section 02 41 13.
8 3.4 INSTALLATION
9 A. Forms
10 1. Extend forms the full depth of conci•ete.
11 2. Wood forms: minimum of 1-1/2 inches in thicicness.
12 3, Metai Focros: a gauge that shall provide equivalent cigidity and sh�ength.
13 4. Use acceptable wood oc metal focros for cuives with a radius of less than 250 feet.
14 5. All forms showing a deviation of 1/8 inch in 10 feet fi•om a stcaight line shall be
15 rejected.
16 B. Reinforcing Steel.
17 1. Place all necessaiy reinforcement for City approval prior to depositing concrete.
18 2. All steel must be fi•ee fi•om paint and oil and all loose scale, rust, dit�t and other
19 foreign substances.
20 3. Remove fo��eign substa�lces from steel before placing.
21 4. Wice all bars at their intersections and at all laps or splices.
22 5. Lap all bar splices a minimum of 20 diameters of the bar oc 12 inches, whicheve�� is
23 greater.
24 C. Concrete Placement
25 1. Deposit concrete to maintain a horizontal surface,
26 2. Work concrete into all spaces and around any ��einforcement to focm a dense mass
27 ft•ee from voids,
28 3. Work coarse aggregate away fi•om contact with the forms
29 4. Hand-Laid Concrete — Curb and gutter.
30 a. Shape and compact subgrade to the lines, grades and cross section shown on the
31 plans.
32 b. Lightly sprinkle subgrade material immediately before concrete placement.
33 c. Deposit concrete into foi•ms.
34 d, Strilce off with a template 1/4 to 3/8 inch less than the dimensions of the
35 finished curb unless otherwise approved.
36 5. Machine-Laid Concrete — Curb and Gutter.
37 a. Hand-tamp and sprinkle subgrade matei•ial before concrete placement.
38 b. Provide clean surfaces foj• concrete placement.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS 01926
Revised 7uly 1, 2011
321613-4
CONCR�TL CURB AND GUTTERS AND VALLGY GUTTrRS
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c. Place tlle concrete with approved self-propelted equipment,
1) The forming tube of the extrusion machine o►- 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 �nisll suyfaces immediately after extrusion or slipfor•ming.
Hand-Laid Concrete — Concf•ete Valley Gutter: see Section 32 13 13.
Expansion joints
a. Place expansion joints in the curb and gutter at 200-foot intervals and at
intersectio�l i•eturns 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'/2 inches.
c. Place expansion joints at all intersections with concrete da•iveways, curbs,
buildings and other curb and gutte�s.
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 i•ight angles to the face of the curb.
£ Neatly trim any expansion material extending above the �nished to the surface
of the finished work.
g. Malce eYpansion joints in the curb and gutter coincide with the concrete
expansion joints.
h. Longitudinal dowels across the expansion joints in the curb and gutter are
required.
i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each
expansion joint.
j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
provides a minimum of 1 inch free expansion.
k. Support dowels by an approved method. .�-
D. Curing; see Section 32 13 13.
�
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised July 1, 20] I
HMAC SURFACE OVERLAY (2012-16)
01926
321613-5
CONCRETG CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of S
1 3.5 [REPAIR]/ [RESTORATION] [NOT US�D]
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]
8 312 PROTECTION (NOT USED]
9 3.13 MAINTENANCE [NOT USED]
l0 3.14 ATTACHMENTS [NOT USED]
�I
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 201 l
32 91 19 - I
'i'OPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page I of 3
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SECTION 32 91 19
TOPSOIL PLACEMENT AND FINISHING OF PARI<WAYS
PART1- GENERAL
l.l SUMMARY
A. Section Includes
1. Furnish and place topsoil to the depths and on the al•eas.shown on the plans.
B. Deviations fi•om City of Fo��t Worth Standards
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
l. Measurement:
a. Topsoil: measure by the cubic yard in place.
2. Payment:
a. Contract unit price and total compensation for loading, haulii�g, placing and
furnishing all labor equipment, tools, supplies, and incidentals as necessary to
complete work.
b. All excavation cequired 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
32 91 19 - 2
"I'OPSOIL PLACEMENT AND PINISHING OF PARKWAYS
Page 2 of 3
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIV� R�QUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D)
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS
12 21 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
13 2.2 MATERIALS
14 A. Topsoil
15 1. Use easily cultivated, fertile topsoil that:
16 a. is free fi•om objectionable matei•ial including subsoil, weeds, clay lumps, non-
17 soil materials, roots, stumps or stones larger than 1.5 inches
18 b. has a high resistance to erosion, and
19 c. is able to support plant growth.
20 2, Secure topsoil from approved sources.
21 3. Topsoil is subject to testing by the City.
22 4. pH: 5.5 to 8,5,
23 5. Liquid Limit: 50 or less.
24 6. Plasticity Index: 20 or less.
25 7. Gradation: maximum of 10 percent passing No. 200 sieve,
26 B. Water; Clean and free of industrial wastes and other substances harmful to the growth
27 of vegetation,
28 2.3 ACCESSORIES [NOT USED]
29 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 HMAC SURFACE OVERLAY (20(2-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July l, 201 I
32 91 19 - 3
TOPSOIL PLACEMENT AND FINISH[NG OF PARKWAYS
Page 3 of 3
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1. Smoothly shape pai•I<ways, shouldei•s, slopes, a►ld ditches,
2. Cut parkways to �nish gf•ade prior to the placi��g of any improvements in or
adjacent to the roadway.
3. In the event that unsuitable material for parkways is encountered, eYtend the depth
of excavation in the parkways six inches and bacl<fill with top soil.
4. Mal<e 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 fi•om these requirements in special cases.
5. Wheneve�• the adjacent pl•operty is lowe►• than the design curb gi•ade and runoff
drains away fcom the street, the parkway grade must be set level with the top of the
curb.
6. The design grade fi�om the parlcway extends to tlle back of the walk line.
7. From that point (behind the wa(k), the grade may slope up or down at maximum
slope of 4:1.
B. Placing of Topsoil
1. Spread the topsoil to a uniform loose cover at the thickness specified.
2. Place and shape the topsoil as directed.
3. Hand rake finish a minimum of 5 feet fi•om all flatwork
4. Tamp the topsoil with a light roller or other suitable equipment.
3S [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
33
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC1FiCATTON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
329213-1
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 7
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SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDING
3 PART1- GEN�RAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Furnislling and installing grass sod and permanent seeding as shown on plans, o�� as
7 directed.
8 B. Deviations fi�om City of Fort Worth Standards
9 I . None
10 C. Related Speci�cation Sections include but are not necessarily limited to
11 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
12 Conh�act.
13 2. Division 1- General Requirernents.
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: ineasure by each.
2. Payment
a. Block 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
necessaiy to comp(ete the worl<.
b. Seeding; contract unit pcice and total compensation for furnishing all materials
including water for seed-fertilizer, slu�•ty and hydratrlic mulching, water and
mowing (until established), fertilizer, and material, labor, equipment, tools and
incidentals necessary to complete the worlc.
c. Mowing: contract unit price and total compensation for material, labor,
equipment, tools and incidentals necessary to complete the woi•k.
31 1.3 REFERENCES [NOT USED]
32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
33 1.5 ACTION SUBMITTALS [NOT USED]
34 1.6 INFORMATIONAL SUBMITTALS
35 A. 5eed
36 1. Vendors' cei�tification 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,
CITY OF PORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
329213-2
1lYDROMULCHING, SEEDING /AND SODDING
Page 2 of 7
t 2. All seed shall be tested in a laboratory with certified results presented to the City in
2 writing, prior to planting.
3 3. All seed to be of the previous season's crop and the date on the container shall be
4 within twelve months of the seeding date.
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 D�LIVERY, STORAGE, AND HANDLING
9 A, Block Sod
10 1. Protect fi•om exposure to wind, sun and fi�eezing.
I 1 2. Keep stacked sod moist.
12 B. Seed
13 1, If using native grass or wildflower seed, seed must have been hai•vested within one
14 hundred (100) miles of the construction site.
15 2. Each species of seed shall be supplied in a separate, labeled container foi•
16 acceptance by the City.
17 C. Fertilizer
18 1. Provide fertilizer labeled with the analysis.
19 2. Conform to Texas fertilizer law,
20 l.11 FIELD [SITE] CONDITIONS [NOT USED]
21 1.12 WARRANTY [NOT USED]
22 PART 2- PRODUCTS [NOT USED]
23 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
24 2.2 MATERIALS AND EQUIPMENT
25 A. Materials
26 1. Block Sod
27 a. Sod Varieties (match existing if applicable)
28 1) "Stenotaphrum secundatum" (St. Augustine grass),
29 2) "Cynodon dactylon" (Common Bermudag�•ass),
30 3) "Buchloe dactyloides" (Buffalograss),
31 4) an approved hybrid of Common Bermudagrass,
32 5) o�• an approved Zoysiag�•ass.
33 b. Sod must contain stolons, leaf blades, rhizomes and roots.
34 c. Sod shall be alive, healthy and fi•ee of insects, disease, stones, undesirable
35 foreign materials and weeds and grasses deleterious to its growth or which
36 might affect its subsistence or hardiness when transplanted.
37 d. Minimum sod thickness: 3/4 inch
38 e. Maximum grass height: 2 inches
39 £ Acceptable growing beds:
40 1) St. Augustine grass sod: clay or clay loam topsoil.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
329213-3
HYDROMUGCHING, SEEDING AND SODDING
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2) Bermuda grasses and zoysia grasses; sand oc sandy loam soils.
g. Dimensions.
1) Machine cut to uniform soil thicl<ness.
2) Sod shall be of equal width and of a size that permits the sod to be lifted,
handled and rolled without brealcing.
h. Brol<en or toi•n sod or sod witll uneven ends shall be rejected.
2. Seed
a. General
1) Plant all seed at rates based on pure live seed (PLS)
a) Pure Live Seed (PLS) determined using the formula:
(1) Percent Pure Live Seed = Percent Purity Y[(Percent Germination +
Peccent 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 pi�ior to bidding of difficulties locating certain species.
3) Weed seed
a) not exceed ten pe�•cent by weight of the total of ptu•e live seed (PLS)
and other material in the miYture.
b) Seed not allowed:
(1) Johnsong�•ass
(2) nutgrass seed
4) Harvest seed witllin 1-year prior to p(anting
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 dacrylon 85 90
75 Bern�uda (hulled) cynodon dacrylon 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 loliuni mzilt�orum 85 ' � 90
75 Bermuda (unhulled) cyf�odon dac.tylon 95 90
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c. Native Grass Seed
1) Plant between Februa�y 1 and October 1.
Lbs. PLS/Acre
1.6
5.5
3.7
17.0
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 curtipendu/a
Schrzachyriur�i scopariuin
Buc%loe dacryloides
Sorgl�astrZ�m nutans
Eragrostis trichodes
Andropogon gerar•dii
Ti•ipscaczun dactyloides
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
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329213-4
HYDROMULCHING, SEGDING AND SODDING
Page 4 of 7
1.2
1.8
10.0
Blue Grama Bouteloa�a gracilis
Switchgrass Panicu�n vi�gata�m
Prairie Wildrye* Ely�nz�s cmvadensis
d. Wildflower Seed
1) Plant between the following:
a) March 5 and May 31
b) Septembe�• 1 and December 1
Lbs. PLS/Acre Common Name Botanrcal Name
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asc/epias luberosa
2.0 Clasping Coneflower* Rudbecicia anaplexicaadis
3.0 Golden - Wave Coreopsis basalis
13.4 Tllinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena ve��bena bipinnatifida
8.0 Texas Yellow Star Cindherme��i texm7a
8.0 Winecup Callirhoe involcr�ata
2.0 Black-eyed Susan Ra�dbeckia hirta
18.0 Cutleaf Daisy EngelmanJ�ra pznnatifida
2.0 Obedient Plant Physostegia i»termedra
3.0 Pitcher Sage Salvia aza�r•ea
2,0 Plains Coreopsis Co��eopsis 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. Temporaiy Erosion Control Seed
1) Consist of the sowing of cool season plant seeds.
3. Mulch
a. For use with conventional mechanieal or hydraulic planting of seed.
b. Wood cellulose iiber produced fi•om virgin wood or recycled paper-by-products
(waste products from paper mills or recycied newspaper).
c. No growth or germination inhibiting factors.
d. No more than ten percent moisture, air dry weigllt basis.
e. Additives: binder in powdei• form.
f. Focm a strong moisture retaining mat,
4. Fertilizer
a. acceptable condition for dish•ibution
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.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
329213-5
HYDROMULCHING, SEEDING AND S011DING
Page 5 of 7
1 6, Water; clean and fi•ee of industrial wastes or other substances harmful to the
2 germivation of the seed or to the growth of the vegetation.
3 7. Soil Retention Blanket
4 a. "Ctu•le:c I" fi•om Amei•ican Excelsior, 900 Ave. H East, Post Of�ce Box 5624,
5 Arlington, Texas 76001, I-800-777-SOIL or appj•oved equal.
6
7 2.3 ACCESSORIES [NOT USED]
8 2.4 SOURCE QUALITY CONTROL [NOT USED]
9 PART 3- EXECUTION [NOT USED]
10 3.1 INSTALLERS [NOT USED]
11 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, wi►•e, stal<es, etc.
16 3. Any objects that may intei•fere with seeding or maintenance.
17 B. Tilling
18 1. Compacted ayeas: till one inch deep.
19 2. Areas sloped greater than 3:1: run a tcactor parallel to slope to pcovide less
20 seed/water run-off.
21 3. Areas near ti•ees: Do not till deeper than one half inch inside "dcip line" of trees.
22 3.4 INSTALLATION
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A. Block Sodding
1. General:
a. Place sod between curb and wallc and on tej•races that is the same type grass as
adjacent grass or existing lawn.
b. Plant between tlle average last freeze date in the spring and 6 weeks prior to the
average fijst fi�eeze 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 fi•om the time it is dug until planted.
d. Place sod so that the entire area designated for sodding is covered,
e. Fill voids left in the solid sodding with additional sod and tamp,
f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
slope.
g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the
firm earth in areas that may slide due to the height or slope of the surface or
nature of the soil.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-I6)
STANDARD CONSTRUCTION SPECiFTCATiON DOCUMENTS 01926
Revised July 1, 2011
329213-6
HYDROMULCI IING, SEEDING AND SODDING
Page 6 of 7
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3. Watering and Finishing
a. Furnish water as an ancillaiy 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 de�ned 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 aceas are watered as soon as they
are planted.
B. Seeding
2
3.
�
Getieral
a. Seed only tllose areas indicatetl on the plans and areas disturbed by
construction.
b. Mai•k each area to be seeded in the field pi•ior to seeding foi• City approval.
BroadcastSeeding
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 inc11 utilizing a pasture or rangeland type
drill,
d. Drill on the contour of slopes
e. After planting roll with a roller integral to the sead drill, or a corrugated rolle��
of the "Cultipacicer" type.
f. Roll slope areas on the contour.
Hydromulching
a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
l) Mixture is uniformly suspended to form a homogenous slurry.
2) Mixture forms a blotter-lilce ground cover impregnated uniformly with
grass seed.
3) Mixture is applied within thirty (30) minutes after placed in the equipment.
b. Placing
1) Uniformly distribute in the quantity speci�ed over the areas shown on the
plans or as directed.
5. Fertilizing: uniformly apply fertilizer over seeded area.
6. Watering
a. Furnish water by means of temporaiy metering / i�•rigation, water t�•uck or by
any other method necessa�y to achieve an acceptable stand of tu�•f 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 I, 2011
HMAC SURFACE OVERLAY (20(2-16)
01926
329213-7
HYDROMULCH[NG, SEGDiNG AND SODD[NG
PTge 7 of 7
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c. Water as dij�ect by the City at least twice daily foi• 14 days after seeding in such
a mannei• as to pi•event washiiig of the slopes or dislodgement of tlle seed.
d. Water until final acceptance.
e. Generally, an amount of �vater that is equal to the avecage amount of rainfall
plus one half inch pe�� weel< should be applied until accepted.
[REPAIR]/ [RESTORATION] [NOT USED]
RE-INSTALLATION [NOT USED]
FIELD QUALITY CONTROL [NOT USED]
9 3.8 SYST�M STARTUP [NOT USED]
10 3.9 ADJUSTING [NOT USED]
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3.10 CLEANING [NOT USED]
3.11 CLOS�OUT ACTIVITIES
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANCE
15 A. Blocl< Sodding
16 1. Water and mow sod until completion and �nal acceptance of the Project or as
17 directed by the City.
18 2. Sod shall not be considered finally accepted until the sod has started to peg down
19 (coots gt•owing into the soil) and is free fi•om dead blocl<s of sod.
20 B. Seeding
21 1. Water and mow sod until completion and final acceptance of the Project or as
22 directed by the City.
23 2. Maintain the seeded area until each of the foflowing is achieved:
24 a. Vegetation is evenly distributed.
25 b, Vegetation is fi�ee fcom bare areas.
26 3. Turf will be accepted once fully established.
27 a. Seeded area must have 100 percent growth to a height of three inches with one
28 mow cycle perfor•med by the CONTRACTOR prior to consideration of
29 acceptance by the City,
30 C. Rejection
31 1, City may reject block sod or seeded area on the basis of weed populations.
32 3.14 ATTACHMENTS [NOT USED]
33
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
34
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
330514-I
ADJUSTTNG MANHOLES, INLETS, VALVE E30XES, AND OTHER S"IRUCTURES TO GRADE
Page I of 6
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SECTION 33 OS 14
ADNSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
GRADE
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjushnents to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous struchires to a new grade
9 B. Deviations fi•om this City of Fort Worth Standacd Specification
10 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 33 OS 10 — Utility Trencli 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 Conh•ol Test Station
10. Section 33 04 12 — Magnesium Anode Cathodic Protection
23 1.2 PRICE AND PAYMENT PROCEDURES
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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
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July 1, 20] 1
HMAC SURFACE OVERLAY (2012-16)
01926
330514-2
ADJUSTING NfANHOLES, INLGTS, VALVE QOXES, AND OTHER STRUC'1'URES TO GRADG
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7) Clean-up
2. Manhole - Major Adjustment
a. Measurement
1) Measui•ement for tllis Item shall be per eacll adjustinent requiring structural
modi�cations to manhole to a grade specified on tlle Drawings.
b. Payment
1) The wocic performed and the matecials 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 material
5) Stl•ucttu�al modifications, grade cings or otlier adjustment device
6) Furnishing, placing and compaction of embedment and bacicfill
7) Clean-up
3. Inlet
a. Measurement
1) Measurement for this Item shall be per each adjustment cequiring structural
modifications to inlet to a grade specified on the Drawings.
b. Payment
1) The worlc performed and the materials furnished in accordance with this
Item will be paid foi• at the unit price bid per each "Inlet Adjustment"
completed.
c. The price bid shall include;
1) Paveinent cemoval
2) Excavation
3) Hauling
4) Disposal of excess matei•ial
5) Structural modifications
6) Furnishing, placing and compaction of embedment and back�ll
7) Clean-up
4. Valve Box
a, Measurement
1) Measurement for this Item shall be pec each adjustment to a grade specified
on the Drawings.
b. Payment
1) The worl< 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 back�ll
7) Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
1
2
3
4
5
6
7
8
9
10
Il
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
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44
45
46
47
48
33OS 14-3
ADJUSTING MANHOL�S, INLETS, VALVE BOXGS, AND OTHER STRUCTURES'I'O GRADE
Page 3 of 6
5
�
7.
Cathodic Protectioi� Test Station
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 "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 bacl<fill
7) Clean-up
Fire Hydrant
a. Measm�ement
1) Measurement for this Item sl�all be per each adjustment requiring stem
extensions to meet a grade specified by the Drawings.
b. Payment
1) The work perfoymed 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 Ttem shall be per each adjustment requiring structural
modi�cations to said strueture to a grade speci�ed 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 Sh-ucture
Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structui•al modifications
6) Furnishing, placing and compaction of embedment and backiill
d. Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURPACE OVERLAY (2012-16)
01926
330514-4
ADJUSTiNG MANHOLGS, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 4 of 6
1 1.3 REFERENCES
2 A. Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard pubfished at the time of the latest cevision date logged at the end of this
5 Specification, unless a date is specificafly cited.
6 2. Texas Commission on Environmenta) Quality (TCEQ):
7 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and
8 Related Stcuctures,
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT US�D]
10 1.5 SUBMITTALS [NOT US�D]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
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 DELIV�RY, STORAGE, AND HANDLING [NOT US�D]
16 1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
17 1.12 WARRANTY [NOT USED]
18
19
171�1i►���3��11r� Fl.y
2.1 OWNER-FURNISHED [ox] OWN�R-SUPPLIED PRODUCTS [NOT US�D]
20 2.2 MATERIALS
21
22
23
24
25
26
27
28
29
30
31
32
33
A. Cast-in-Place Concrete
1. See Section 03 30 00.
B. Modifications to Existing Concrete Str�uctw�es
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 CONS7'RUCTION SPECIFICATION DOCUMENTS
Revised July l, 20l I
HMAC SURPACE OVERLAY (2012-16)
01926
1
2
3
4
5
6
7
330514-5
ADJUSTING MANItOLGS, INL�TS, VALVG BOXF,S, AND OTHER STRUCTURES TO GRADE
Page 5 of 6
1. See Section 33 04 1 l.
H. Cast-in-Place Concrete Manholes
l. See Section 33 39 10.
L Precast Concrete Manholes
1, See Section 33 39 20.
2.3 ACCESSORIES [NOT US�D]
2.4 SOURCE QUALITY CONTROL [NOT USEll]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION
11 A. Verification of Conditions
12 1, Examine existing structu�•e to be adjusted, for damage oi• defects that may affect
13 grade adjustment, �
14 a. Report issue to City fo�• consideration before beginning adjustment.
15 3.3 PREPARATION
16 A. Grade Verification
17 1. On major adjustinents confirm any grade change noted on Drawings is consistent
18 with �eld 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
31
32
33
34
35
36
37
A, Manholes, Inlets, and Miscellaneous Structures
1. On any sanitary sewer adjustment replace 24-inch fi•ame and cover assembly with
30-inch fi•ame 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 i•equired, use 2 6-inch rings, not 6 2-inch
rings.
B. Valve Boxes
1. Utilize typical3 piece adjustable valve box for adjusting to final gl•ade as shown on
the Drawings.
C. Backfill and Grading
1. Back�ll ai•ea of excavation surrounding eacll adjustment in accordance to Section
33 OS 10.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
3305 14-6
ADJUSTING MANHOLES, INLETS, VALVG BOXES, AND OTH�R STRUCTURES TO GRADE
Page 6 of 6
1 3.5 REPAIR / RESTORATION (NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD (oa] SITE QUALITY CONTROL [NOT US�D)
4 3.8 SY5TEM 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 PROT�CTION [NOT USED]
9 3.13 MAINT�NANCE [NOT US�D]
10 3.14 ATTACHMENTS [NOT USED]
�
ir►a
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 01926
Revised July l, 2011
347t i3-I
TRAFFIC CONTROC,
Page I of 5
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12 1.2
13
14
15
16
17
18
19
20
21
22
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33
34
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39
40
41
SECTION 34 71 13
TRAFFIC CONTROL
A. Section Includes:
1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
B. Deviations fi•om 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
PRIC� AND PAYMENT PROCEDURES
A. Meas�irement and Payment
1. Installation of Traffic Control Devices
a. Measurement
1) Measurement for Tcaffic 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) Ti•affic Conh�ol 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 "Poi�table 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 (2012-ib)
STANDARD CONS'I'RUCTION SPECIFICATION DOCUMENTS 01926
Revised 7uly 1, 201 I
34 71 13 - 2
TRAi'1� [C CONT'ROL
f'age 2 of 5
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3. Prepat•ation of Traffic Control Plan Details
a, Measurement
1) Measurement for this Item is per each Traf�c Control Detail pi•epared.
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 Contcol Detail"
prepai•ed.
c. The p��ice bid shall include:
1) Pi•eparing tlle Traffic Contcol Plan Details
2) Adherence to City and Texas Manual on Uniform Tcaffic Control Devices
(TMUTCD)
3) Obtaining the signatui•e and seal of a licensed Texas Professional Engineer
4) Inco�poration of City comments
14 1.3 REFER�NC�S
15 A. Reference Standai�ds
16
17
18
19
20
21
22
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, wlless a date is specifically cited,
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
Transportation, Standard Speci�cations for Construction and Maintenance of
Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIVE REQUIREMENTS
24
25
26
27
28
29
A. Coordination
1. Contact Ti•af�c Se�vices Division (817-392-7738) a minimum of 48 hours pi•ior to
implementing Traffic Control within 500 feet of a traffic signal.
B. Sequencing
1. Any deviations to the Traffic Control Plan included in the Drawings must be first
approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Pi•ovide the City with a current list of qualified flaggei•s before beginning flagging
32 activities. Use only flaggers on the qualified list.
33 B. Obtain a Street Use Permit from the Sh•eet Management Section of the Traffic
34 Engineering Division, 311 W. 10`�' Street. The Traffic Control Plan (TCP) fo►� the
35 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
38 Engineer,
39 D. Contractor shall pi•epar•e Traffic Control Plans if required by the Drawings or
40 Specifications, 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 HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
34 71 13 - 3
'T'RAF�IC CONTROL
Page 3 of 5
1 E. Contractoc responsible for having a licensed Texas Professional Engineer sign and seal
2 changes to the Traffc 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 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSLJRANC� [NOT US�D]
8 1.10 DEILIVERY, STORAGE, AND HANDLING [NOT USED]
9 111 FIELD [SIT�] CONDITIONS [NOT USED]
10 1.12 WAItT2ANTY (NOT USED]
I 1 PART 2- PRODUCTS
12 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLI�D PRODUCTS [NOT USEDJ
13 2.2 ASSEMBLIES AND MATERIALS
14 A. Description
15 1. Regulatory Requirements
16 a. Provide Traffic Control Devices that conform to details shown on the
17 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control
18 Device List (CWZTCDL).
19 2. Materials
20 a. Traffic Control Devices must meet all reflectivity requirements included in the
21 TMUTCD and TxDOT Specifications — Item 502 at all times during
22 construction.
23 b. Electronic message boards shall be provided in accordance witli the TMUTCD.
24 2.3 ACCESSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL [NOT USED]
26 PART 3 - EXECUTION
27 3.1 EXAMINATION [NOT USED]
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 Traf�c Control Devices as shown on
33 the Drawings and as directed,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-16)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01926
Revised July 1, 2011
34 71 13 - 4
TRAFFIC CONTROL
Page 4 of S
B. Install Traffic Control Devices straight and plumb.
2 C. Do not make changes to the location of any device or i�nplement any othec changes to
3 the Traffic Contcol Plan without the approval of the Engineer.
4 1, 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 incliides but is not limited to cleaning, replacing, sti•aighteni►1g,
7 covering, or removing Devices.
8 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
9 and that i•etroreflective charactei•istics meet cequirements duriilg darkness and cain,
10 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
ll and state laws (by failing to fiirnish the necessaiy flagmen, warning devices, barricades,
12 lights, signs, or other precautionary measures for the protection of persons or property), the
13 I�lspector may order such additional precautionary measures be taken to protect persons
14 and property,
15 F. Subject to the approval of the I��spector, portions of this Project, which are not affected by
16 or in conflict with the proposed method of llandling traffic or utility adjustments, can be
17 constructed during any phase.
18
19
20
21
22
23
24
25
26
27
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30
31
32
33
34
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39
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43
G, Barricades and signs shall be placed in such a maTuler as to not interfere with the sight
distance of driveis entecing the higllway fi•om driveways oi• 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 Contcol Plans,
J. If at any time the existing tcaffic signals become inoperable as a result of construction
operations, the Conh�actor shall pi•ovide poi�table stop sigl�s with 2 orange flags, as
approved by the Engineer, to be used foc Traffic Conh�ol.
IC, Flaggers
1, Provide a Contractor representative who has been certi�ed 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 pe�•form 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 insh�uctor.
3, Flaggers must be cou��teous and able to effectively communicate with the public,
4. When directing traffic, flaggeis must use standard attire, flags, signs, and signals
and follow the flagging procedures set forth in the TMUTCD.
5. Provide and maintain flaggers at such points and for such periods of time as may be
required to provide for tlle safety and convenience of public travel and Contractor's
peisonnel, 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, 2011
HMAC SURFACE OVERLAY (2012-16)
01926
34 71 13 - 5
TRAFFIC CONTROL
Page 5 of 5
1
2
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6
7
8
9
10
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12
13
14
IS
16
L. Removal
1. Upon completion of Worlc, remove fi•om the Site all barricades, signs, cones, lights
and other Traffic Conri•ol Devices used for work-zone traffic handling in a timely
inanner, unless otherwise shown on the Drawings.
3.4 REPAIR / RESTORATTON [NOT US�D)
3.5 RE-INSTALLATION [NOT USED]
3.6 FIELD [oR] SITE QUALITY CONTROL [NOT US�D]
3.7 SYSTEM STARTUP [NOT USEll]
3.8 ADJUSTING [NOT USED]
3.9 CL�ANING [NOT USED]
3.10 CLOS�OUT ACTIVITIES [NOT USED]
3.11 PROTECTION [NOT USED]
3.12 MAINTENANCE [NOT USED]
3.13 ATTACHMENTS [NOT USED]
]END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
17
CITY OF FORT WORTH �
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-16)
01926
�� '
I
���
Business Support
�
TRANSPORTATION AND PUBLIC WORKS
-a BUSINESS $UPPORT DIVISION
M/WBE REQUIRED DOCUMENTATION RECEIPT
,
Official date and time
:. �.
���
Project Name
Project Manager:
�/T �
� . , �
zo/� - /�
Forms Submitted Bv:
Name:
Company: � � ��c5�-v� � , �� �
Forms Received Bv:
�, , . _
F� R� � R� H
Ic
� � � �� �' % '? , ATTACHMENT 1A
r , Page 1 of 4
FORT WORTH City of Fort WOrth
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
JLB Contracting, LLC
PROJECT NAME: M/W/DBE X NON-M/W/DBE
HMAC Surface Overlay 2012-16 May 31, 2012
City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER
01926
16% 16.36%
Identify ali 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 M/WBE 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
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1 St tier, a payment by a subcontractor to
its supplier is considered 2�d tier
ALL MNVBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (MIWBE).
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the
fees and commissions earned bv the M/WBE as outlined in the lease aqreement.
Fox�H
0i5-p%_1,, �,
1:
- ATTACHMENT 1A
Page 2 of 4
�_�
L�
�
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) °
SUBCONTRACTOR/SUPPLIER T n
Company Name � N T Detail Detail
Address e M y� C X M Subcontracting Work Supplies Purchased Dollar Amount
T D W
Telephone/Fax � B B R O B
E E C T E
A
MSU Industries 1 X Miscellaneous $70,664
1725 Ashland Ave Concrete Sub
Fort Worth, Texas 76107 (Inlets, Sidewalk,
817-797-6280 C&G, etc.)
817-924-0284
Pat's Trucking 1 X Raw Materials $35,363
PO Box 534 Hauler
Bridgeport, Texas 76426
Atco Construction, Inc. 1 X Haul HMAC to $49,507
119 Conona Ct the job & excess
Fort Worth, TX 76108 material away
Cowboy Trucking X Haul milled $2,558
5812 Whispering Cedar HMAC from
Drive project Sub to
Dallas, TX 75236 Dustrol
Southern Asphalt 1 X Liquid Asphalt $184,640
3632 Lawnwood Street Supplier
Fort Worth, TX 76111-
5894
�
�`,���r �(»�rx
��rj._j� ;' - ( ;>
j' i .
� i'i ATTACHMENT 1A
Page 3 af 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MMIBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) °
SUBCONTRACTOR/SUPPLIER T n
Company Name ; N T Detail Detail
Address g� yy C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r s B R o B
E E C T E
A
Dustrol Incorporated 1 Milling Sub $14,826
2925 Hwy 114
Roanoke, Texas 76262
817-491-3603
817-491-2354
TXI 1 Raw Aggregate $23,980
1341 West Mockingbird & Spread
Lane Cement
Dallas, TX 75247-6913 Supplier
��R"I" 0�`�'�I
� � --!; � ATTACHMENT 1A
� � � �' ( : �; � � .� Page 4 of 4
Total Dollar Amount of IIAMIBE Subcontractors/Suppliers $ 158,092.00
Total Dollar Amount of Non-MMI�E Subcontractors/Suppliers $ 223, 46.00
�oTAL DOLL�R A ou�T oF ALL su�coNTRACTORs�suPPL�ER� $ 3�1,53�.00
.
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approvall
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a'
Request for Approval of Change/Addition. 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
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Off�ror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
�I/�/V/I�RF(cl arr�n�am�nt� c�hmit4Pr1 with fh� hirl_ Th� nffPrnr alcn a�r��S fn all�v�r an au�Ji� and/or
examination of any books, records and files held by their comp�ny. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the Ciiy. Any
intentional and/or knovving 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 ac4ion under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1) y�ar.
. -� a.�_._ _ _
n�u�ir�i �
James G. Humphrey
Chief Executive Officer
Title
JLB Contracting, L.L.C.
Comaany Name
PO Box 2�131
Address
Fort Worth Texas 76124
City/StatelZip
James G. Humphrey
Contact Name/Title (if different)
(817)261-2991 (817)261-3044
Telenhone and/or Fax
E-mail Address
June 7 2012
Date
HEAVY & HIG%�WA�' C�NST12Y1CTION
PREVATLXNG WAGE RATFS 2008
Air Tool Operator ____
As hp alt Disri•zbutor Opei•aGoa�
As�halt Paving Machin� Operator _
As�aalt Raker _�_
Asphalt Shoveler _V^
Batehin� Plant �1YJeigher �
Broom or Sweeper O�erator �
Bulldozer O�erator _
Carpentcr
Concrete �inisl�er, l'avir�g _____�_
Concrete Pinistaer, Sh�uctures
Concrete k'aving Curbir�g Machine Qpea�ator
Concrete Pavin�Finishiaig Machine �p�rator
Concrete Pavin� Joint Sealer Ope��ator _
Concrete paving Saw Opetator
Concrate Paving Spreader Operator ^_
Caa�ci•ete Rubber
Crane, Clamshell, Backhoe= Derrick, Dragline, Shavei +
Blectrician �
Flagger
Form BuiIder/Selter, Structures _ ____�
Fai•m Satt�r, Paving 8c Curb ____`
�oundation Drill Operator, Crawler Mounted
Fotmdation brill Operator, T��uck Mounted
�ront End Loader Operator
Laborer, Common
Laborer, Utility
Mechanic
Milling Maahine Operator, Fine Gi•ade
Mixer Operator
Motor Gradez• Operator, Pine Grade
Motor Gradez• Opei�aYar, Rou�h ,
Oi ler ________�
Painter, Sh'uctures
Pavement Marking Machine Operator
.P�i elayer
Tteinforeing Steel Setter, Paving
Reinforcin� Steel Setter, Structure
Roller Operafor, Pueumatic, Self-1'ropelled
Roller Operator, Stee[ Wheel, �'lat Wheei/Tampin�
Roller Operator, Steel Wheel, Pla�at Mix navement
Scraper �perator __
Servicar
�!i l�or►n Machme uperator ____'_
S reader Box�erator ��
Tractor 0 erator, Crawler Ty e
Tractor O erator, Pne��matic �
Travelin Mixer O ez�ator �� ~
Truck L7river Lowboy-T'loat � �Y ^
Truck Driver Sin le Axle, Hea
Truck Driver, Sin le Axle, Light
Truck Driver, Tandem Axle, Semi-Trailer
T��uck Driver, Transie�Mix
Wa on Drill Borin Machine, Post Hole D�•iller O era
Welder
Work 7one Bat�ricade Servicer
$1oA6
$ I 3.99
$12.78
$I1,Ol
$ 8,80
$14.15
$ 9,88
$13,22
$aa.so
$12.85
$13.27
$12,00
$13.63
$12,50
$13.56
$14,50
$10.61
$14.12
$ra,ra
$ 8,43
$11,63
$11,83
$13,67
$16,30
$�12,62
$ 9.18
$10.65
$16.97
�l 1.83
$11,58
$15.20
$ia.so
$14,98
$13,17
� 10,04
$1I.OQ
$14,8G
$16,29
$11,07
$10.92
$11.28
$1 I .42
$12,32
$12.33
$ l 0.92
$12,60
$12.91
$12.03
$14,93
$ l 1.47
$ i 0.9I
$11.75
$12.08
$ I 4.00
$13.57
$10.09
2Q08 PR�VAILING WAGC I�ATES
CONSTRUCTION INpUSTRY
SP�CIAL PROVISIONS
Page i of 2
32 13 20 — Concrete Driveways: Contractor shall backfill around the driveway witllin five (5)
working days fi•om pouring the driveway; if the contractor fails to complete the backfill within iive
(5) working days, a$100 dollars liquidated damage will be assessad per block per day,
32 13 20 — Sidewalks: Contractor shall back�ll around the sidewalk within five (S) working days
from pouring tl�e sidewall<; if the contractor fails to complete the backiill within five (5) working
days, a$100 dollars liquidated damage will be assessed per block per day.
32 13 20 — Ramps: Contracior shall backfill the wheelchair ramp within five (5) working days
from pouring the ramp; if the contractor fails to complete the bac]<fill within five (5) working days, a
$100 dollars liquidated damage will be assessed per block per day.
32 16 13 — Concrete Curb and Gutteis: Conh�actor shall bacl<iill behind the curb within five (5)
working days fi•om 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 bloc]< 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 work 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 working 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 dollais liquidated damage will be assessed per blocl< per day.
02 41 15 - Wedge Milling / Surface Milling: Shall be completed within 10 working days fi•om the
day of completing "flat-work" on any street; if the contractor fails to complete tha Wedge Milling /
Surface Milling within the 10 days, a$100 dollars liquidated damage will be assessed per block per
day.
02 41 15 — Speed Cushions: Shall be completed within 10 working 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 St��uctures: Contractor shall
complete the adjustments within five (5) working days fi•om 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 (2012-16)
01926
Page 2 of 2
fails to install the speed cushions within the 10 days, a$100 dollars liquidated damage will be
assessed per each appu��tenance per day.
32 17 23 — Painting Curb Addresses; : Painting silall be completed withiu 10 worl<ing days fronl tl�e
day of completing the asphalt overlay on any street; if the contractor fails to complete the warlc
within the 10 days, a$100 dollars (iquidated damage will be assessed per blocic per day.
32 92 13 — Blocic Sod, Contractor sizall complete the i•eplacement within 10 worl<ing days fcom the
day of completing the asphalt ovei•lay on any sti•eet; if the contractor fai(s to complete the sodding
within the 10 days, a$100 dollars liquidated damage will be assessed per blocl< per day.
32 11 33 - Asphalt Paving: Within five working days fi•om the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. Failuce to
complete this worl< within the specified time, $100 liquidated damage wil( be assesses per day per
blocic.
HMAC SURFACE OVERLAY (2012-16)
01926
�
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��� �� � ' � � � �, �� �
4'-0"
•
.
* ��/4��
-L
PMS 288
11�/q"
PMS 167
3"
3�� �� ET MAINT
CE
3�� P ROG RAM
_� 3��
1�/2" , Contractor:
2��2�� Contractor's Name ��2��
,,Z��
�'/2"� TELEPHONE NUMBER
16 �/2"
FORT WORTH IN LOGO-
CHELTINGHAM BOLD
ALL OTHER IETTERiNG IN ARIAL 80LD
LOGO COLORS�
FORT WORTH - PMS 288
LONGNORN LOGO- PMS 167
.�
i! '
�
ProJect Name: HAAAC Surfac� Overlay ( �
DOE Project Number:
Mapsco Location;
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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
brief time that you may not have access to your residence or business. On the days
specified below, vehicles can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
if you have any questions or concerns, piease contact contractor
at
If we are not able to resolve your concern to your satisfaction, you may also contact
City of Fort Worth Inspector at
Friday between 7:30 a.m. and 4:30 p.m. , Monday-
After 4:30 p.m. and on weekends, call (817) 392-8100.
81ock 3treet ProJect
� ,._ �-- - •
Expected Conatructfon Dates
1100 to 1200 Brown Street Yates Avenue to Keller Springs Parkway From 6-20-06 to 7-4-pg
fdornbre d�l Proyecto: hIMAC �urface Ov�rlay � )
Nur�n�ro del Proyecto DOE:
Ubtcacibn Map�co:
�� "�" ''` � � , '�> • .:�' ..� ,
Como parte dei Programa de Mantenimiento de las Calles de la Ciudad de Fort Worth,
ha sido contratado �para reparar su call�. Durante est�
trabajo de mantenimiento, habr� un tiempo breve en que no tenga acceso a su hogar o
negocio. En los dfas especificados abajo, vehiculos no deben estacionarse el la calie.
Tambi�n, por favor apague su sistema de regar el c8sped cerca de la calle.
Si tiene alguna pregunta o concierne, por favor Ilame al contratista a�
Si no resuelve su concierne a su satisfaccibn� puede tambi�n Ilamar a la Ofic�ina de
inspeccibn de la Ciudad de Fort Worth al , de lunes a
viernes entre las 7:30 a.m. y 4:30 p.m.
Despu�s de las 4:30 p.m. o en los tines de semana Ilame al (817) 392-8100.
Limites Nomb�s Llmttea Fechas d� Construccibn
Ds Bloaues do Calis D� Provecto Permla�ndo �1 Estado d� Tlemoo
1100 a 1200 Brown Street Yates Avenue a Keller Springs Pa�lcway De 8-20-08 a 7-4-08
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e � �
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S7D. CURB �
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18'-Q" FOR DOUBLE DWY.
SEE N07E 1
A
REINFORCE 6" �
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BARS � 18" �
o.c.a.w. �
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REINFORCE 4" WALK
WfTH /�3 BARS QD
18" O.C.B. W.
R.O.W.
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HAlF LENGTN PAID AS
AT7ACNED CURB
� (CONC. PAYEMENT ON�Y)
\ EXPAN510N JOINT
� (EXCEPT SLIP-FORMED) .
EXPANSION JOINT � L—� A � 18" OR MATCH
(EXCEPT 5lIP-FORMED) 10'-Q" MIN. 51NGLE DWY, AS bIREC7ED
17'-0" MIN. DOUBLE DWY. gY ENGINEER
20'-0" MIN. SINGIE DWY.
27'-0" MIN. DOUOIE OW`f.
P�AN VIEW
{-*- A -�
(SEE
TABLE)
3 2" --�..
0
� I
6"
� �
PAIO PER L.F'. AS CURB
� � OR CURB & GUTTER
DRIVEWAY PAY LIMIT .. 2�_g•
PARKWAY WIDTH
B
(5EE TA6LE)
4'-0" SIDEWALK ��_3�� �gn
LAYDOWN 5TANDARD
� CUftB (SEE STD:
�. CURB
SEE N07E 3 � � DETAiI)
U �
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L�
, . . . . , . . _ , . • --..,._`'""'`'_----.:_ � . . . . '
2" SAND —� �— SEE NOTE 4
CUSH(OK OR
APPROVED
SUBGRADE
SECTION A-A
PARKWAY p�M �A" DIM "8"
WiDTH
10' 1' 9'
11' TO 14' 2' TO 5' 9'
15 TO 19' 3' TO 7' 12'
20' 70 22' 5' 70 7' 15'
.� 1,1 ' ' � � : �
STA81LlZED
SUBGRADE
DRIVEWAY NOTES-
1. PROVIDE Kt" PREMOLDEO EXPANSIdN JOINT & SILlCONE JOINT SEALANT, ONLY IF
CONNEC7ING TQ EXISTING CONCRETE DRIVE OR SIDEWALK (SUBSiD1ARY TO DRIYEWAY),
DaWEL INTO EXISTiNG CONCRETE DRIVEWAY NATH #4x24" BARS � 18" O.C.
2. DUMMY JOINT IN DRIVEWAY RAMP IS OPTIONA� IN 11'-0" DRIVEWAY ONLY.
3. SIDEWALK SLOPE SHAl1 8E Y4' PER FOOT i0 TNE FACE OF CURB, OR AS D{RECTED
BY THE ENGINEER.
4. SIDEWALK SEC?1QN THRU DRIVEWAY TO BE POURED SAME THICKNESS AS QRIVEWAY
APPROACH, ANO PAID FOR AS ORIVEWAY APPROACH. EXISTING SIDEWAIK, IF ANY,
SHALL 8E REMO�ED AND REPLACED.
CITY OF FORT WOR"fH, TEXAS
� • •
DATE: 08-2006
STR-017
�
NOTE: CUTTER TO BE SHAPEO TO
CONFORM WITH CONCRETE
VAI.LEY (OR PAVEMENT)
EXPANSION
,101N T5
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EXPANSION
JOINTS
IN7ERSECTING VA��EY
PLAN VIEW
N3 BARS � 1", OR A5 OIRECTED
18" O.C.B.W, �Y THE ENGINEER •
4" MIN, --�—
(OR EQUAL ��
TO AOJOINING � •} � •� �, or ' �, �
PVMNT. DEPTH) �
8'-0'•
(RESIOENTiAL STREETS)
• •� � �
TRANSITION SECTION
(FOR VALIEYS CROSSING MAJOR STREETS)
DISTANCE FROM CROWN
�OFOIP
a� 0, 000'
5' 0.041'
� �' 0.083'
Za� 0. 208'
30' 0.333'
40' 0.458'
50' 0. 500'
1 ' � 1 '�I
THE 7" REINFORCED CONCRETE VAI.LEY SHAIL REPLACE
THE TOP 7" OF THE PAVEMENT W1TH THE REMAININC
PORTION OF PAVEMENT TO 8E CONSTRUCTEO INCLUOING
SUBCRAOE TREAT�AENT; IN ACCORDANCE WITH THE
TYPICAL PAVING SECTION. THE CONCRETE VALIEY WI�L
8E GOVERNED ACCOROING TO CITY STANOARDS FOR
CONCRETE CURB dc CUTIER. THE CONCRETE SHA��
CON5►ST OF WASHEO ANO SCREENED AGCREGATE YV1TH
A MINIMUM OF FIVE (5) SACKS OF CEMENt PER CU81C
YARO OF CONCRETE IN PLACE WITH A MIN. F�EXURAL
STRENCTH Of 550 POUNOS PER SOUARE iNCH AT SEVEN
OAYS W1TH CENTER LOAOING.
NOTE; THIS pRAWINC OUPIiCATES
ORAWINC C-1066—R.
CITY OF FORT WORTH, TEXAS
CONCRETE VAILEY GUTTER
OATE: 09/2004
STR-022
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COLLAR CONFIGURATION COLLAR CONFIGURATION
FOR PAVED AREA � FOR UNPAVED AREA
I _ 5'-0" .
MANHOLE FRAME AND
32" DIA. DUCTILE IRON
COVER. (REFER TO
STD. PRODUCT �IST)
A
4000 PSI
CONCRETE
8-#4 REBARS TYP.
�. rl ��' 'i• : .1,• �i; .f '��1: t� •� /.'
.i : '�� ., '
.Y� �• �•�':�r�.� ���"���1-":�:i.ti�" �.::•.:y .,,. .
' .�� �.,: • ...�: . - � .
'�:�. .,. �.' ��;:y:,._ ;; ' :.; .,,. ;�.r��.l: ::.'�:� •
... •�: M ,`: :• .J. n'1. ��i�.:'`i'., , �
.+� ':i� :':i'....•;•,•••" ,� •`,�:;.`'�•: '•+�'.
. . � � �i�-, , � � \ � ::� � � ,:
,'; � ,•'; >>':'j.'..,
-r ';'�`�'}`• ,� \ '�;.:t�C.;;
:`�. � ;� s:"�'�� � \ `r;:�•..
i' � y ' � ` .r �%��. �
�.��1`,� ` ' ; ���,•
.� � , � .� :.
`' `•, �'�. �� . \ ; r:;'. �`:;:.
�: ''�s.��.::� � SE E� �� ; ,;�f::::
� •k '���4Y�,,.•���.``� �/ .��,.I;'��,����t.
:•v' `�,�a �',:�•�,.y ...:,`.,. . • •
.� '•�T � �.,f . . . :•.'i.;: •�:'� ,�:..1
�ti� ... .. '.'�:��.•.• •.
l;,� . �.•.f"!' ��:�::..�.,..r::: *�:'• '•:.�;j
.k. � �.� ,'�..�I.7 +�iJ•; r-�.�...'�"Y , . . � ' �. .
y �v ' �, ,,.� ��, •.`.,t. .
.'• .i���.�.�"�•;•�> ;�:'ri�: ,.•�.
.__ . � �i' L ... _. .. . ..\ .. .. . � . , ._ .., .. - -
12" 32"IMIN.
MIN. � I
�
3" TYP.
A
O
i
in
$'�" CHAMFER (TYP.)
. i//%%%%%/%////%%////i\ —���
� )iI� „�— � .
• � r����,��\.,
� �' ��
�����'L� �
M �
2" x 8" x 30" I. D. -
CONCRETE PRECAST
GRAOE RINGS PER
ASTM C478.
.,` �30" CIEAR : •'- " ' ., ,
,w�;.� OPENING � `"•
;':'��� 2 ROWS OF RAM-NEK SEAI. ,�`.%::
.'..': , ;.
':�••- w/STAGGERED JOINTS OR •t.:.• .
�'''•�''� APPROVED EQUAL. �"''
,.:• .,.
Y� �
:�-�•� �'' �'�
��,,,, •�.,; .
,
_�. :�, .
:' ,•.;
SECTION A-A
lO REBAR SNAI.L BE P�ACEO 3" O WHERE MANHOIES ARE IN
MIN. FROM TOP AND BOTTOM THE STREET, INSTAI.L 2 OR
OF CONCRETE COLLAR. MORE GRAOE RINGS, AS
NEEDED, BETWEEN CASTING
ANO TOP OF PAVEMEN7.
E1-14, Et-20, E1-21 MATERIAI
E2-14, E2-20, E2-21 CONSTRUCTION
..�.�.�..�
0
LJ
GROUND
�
CONCRETE COLLAR
HEIGHT VARIES
O HINGED �IDS ARE REQUIRED
ON ALL E�EVATED MANHOIES,
JUNC110N 80XES ANO WHERE
SPECIFIEO ON P�ANS. (REFER
TO STO. PROOUCTS UST)
O IOCKS TO BE INSTALLEO ON
ALL MANHOLE LIDS BELOW
TNE 100-YEAR F1000 ELEV.
ANO WNERE SPECIFIED ON
PLANS.
QR''i'�� CITY OF FORT WORTN, 7EXAS DATE: OCT. 2009
MANHOLE FRAME, COVER, GRADE
RINGS ANn rnNr_acrc �.,� � � � CA A1 ���
4� HINGED UOS INSTALLED IN
STREEtS SHA�L OPEN
AGAINST tHE FLOW OF
TRAFFIC.
� ie+r D18. HO�C
�
th 302 Stainless
el Roll Pin
Cross Section view
� 10 or 12 gege G90 gelvanized steel
5
v
�--�
4
Ex�andine Linkage
E 2��4" 17/64" Diameter holes
� (
A�A./.. � �'j� �'�'.. �11.1.T
'1•WY�� � � . �
'� ���.��'Y'YW
5/8" 4 t ia„
�
�
Height new �sphalt overlay
�—'—"' 3/4" thick riser bar
�
3/4" O.D.
3/8" [. D.
3/8" - 16 T7vead
Item Item
Number Desc�i
3/6" Roll l
2 Stael S1ciA
/
S
6
Weld
)!�" wide F
Rod fiids
T'umbucJc k
Msite�iai Deuription
)02 St�inle9 Stee1 11000 LB Doubk Shoa Stre
12 a 10 ge�e A.I.S.1, IU20 Stcel (A•J6)
G-90 G�lvutiaed
63'.f.�0'�Lci►rurr�fererw� Heldcd
8ar Ha RoUed Stael AI.S.i. 1010 A-36
Fagin�,�l1.S.1. C•1030 Skel Npt Treacu! BF�12
Zinc Pluod with Dicfvomu,� Firuih
A.I S I. 1010 BHN I 49 —'
Linc Ptuad �ti in L�rc6�dca w inh,ator
Teruile Teruile
Yield (llHmate
13,000 PS.I. 60.000 P.S.I
73,000 P S. i. 81000 P S. I,
31,00p P S.I. 60 000 P. S.I.
70,000 P S.1. 92,000 P S. �.
70,000 P S 1 80.000 P S I
Manhole Riser
�i ,, � � • 1 1` .
,. ,s
1
"���"—' 12 gaQe G40 galvanized steel
�
�--�•.�,� Height new esphalt overlty
�...� �
3
�"'-- 3/6" D.O.M. Tube
Item Item
Number De�crl�
Stal Skin
M�terial Deuriptlon Ten�ile Ten�ile
Yleid Ultlmat�
12 Q�p A.I.S.1. 1020 Stal (�-J6) 13,000 P.S I. 60,000 P,S.I.
,. .... ,. _._ _ .
- - - -�
uM D O M. Tubt A.i S.I. 1026 (�►311 typs S) ,"" �,- ;,.; ,�7,000 P S 1.
NPE A
� -- -
Ri
a
TYPE B ,
R�mp Umlls
of P�yment
, 4'x�' •
, ...,•y� � IANDING
•••..
.�, ., � o' '
_'• _
[ TYPE_G_ �
Plantlnp or ofher
non-walklnp surfsoe
M droport k not
ptvtecled
�' �^ xw _ ...�.
ea�_ 1l�:� : "-._-
---�'�,: • • � =---''�t��'�"... .
•� k�`�" �`-�
...
R�mp Lfmlta
` of P�yment
�\
\
_ -1-- .
;� ��:� ........____�=� �_ �
`�'����,,�r`jr :,��,��\`
�y� . �'� n
�"� Curb R�rt�p 4� "� j%
2' min. run �i E.3x, �
WITH pETECTABIE l FLARES AT
WARNING SURFACE fiIDEWALKS SLOPE
1 :12" MNC. (IYPICAL)
COMBINATION CURB RAMPS
-- _NPE F---
�------- -�
AVEMENT
CURB 6
GUTTER RAMP ,'��'
"� SLOPE 1':12" UWDING�
t -- I
�l ''----...-�L"•, �.��..
., � ., �, , si_, rr �� -1'->^'i.._�. '...
\
' � �' � '• �� 3" SAND
SECTION D-D ��NE
REINFORCEMENT (1�'F�CAIRAlAP6E�TIOt'j)
AS IN ADJACENT
CURB AND GUTTER
,�, � in - I RAMP SI.OPE
'_i L.
'; % �:
`� .
���:\; j :�,:
M MIN CURB
pAMP NAOTH
�� 4' MMI. sv �
�� -L�_r_ : , . : .
SECTION E-E 3^ snrro
LINE
' CONTRACTION
SAWCUT � p �. WCUT JOINT (TYP.)
CROSSWALK �. . _-�� . �-•; �
PLACE EXPANSION JOINr . _ � �+,_� i � � � ' • ��
AT BACK OF CURB LINE - EXISTIN -- SECTION F-F
OR AT SIDEWALK UNE pAVEMENT
- PERPENDICULLAR CURB RAMP (RETURNED CURB)
.i
rrPE c , . +� X+�
Min landfnp � ' �
R�mp Lfrt�tta ' � '
of P�yment -'�,
I
1' liemp _, � ' ,- DETECTABLE
W1dlti \� � WARNING SURFACE
/ /i
� , -� -
`'' �\�. ,; � i'�� M�newerin9
. - 4t�.�/�.•1 .!� .��Spece4'z4'
: � Sidewalk ' • '
i,/ ,',%
•��� i�i� �� �.�.
.�;;; ;•'• i
', ,', . . �
- -_' �
� CROSSWALK
min. axb retum
pned wRh cmfnvelk
NOTE: USE ONLY ON RESIDENTIAL TYPE STREETS
DIAGONAL CURB RAMP (RETURNED CURB)
Peryendiculer to the T�npent d the Curb
R�diue tnd Contelned M Crosw+elk
-- -- --- - - - ---
PNntirW or otlwr ran- . _ .
wrlbnp s�xhoe H d�opoft
b not pWeded
R�mp �'min x �' Side
Sh�rod Flne
•r. . ,' ��m0. � � '�..Z
�-=,-�--_-_� ,' \`'� %
`'�
�
� I I Ie" C RB 6�°°
l.�nd�np
_�::' ,
�'� �R���m��p �
DETECTABIE � . I \ �m Limits
WARNINO 6URFACE -�1 P
of Payment
COMBINATION CURB RAMPS
USED ONLY w/CITY APPROVAL
TYPE E , "�
�''� 47/
!��
Remp �imfta ; "� � --
of Payment . ���'
t�'�
r :�
�
' � �'• "��' CROSSWALK
� � � .;..
✓,���� �/ •�?� :.t/ -=-___
� : � . �/'' �tf"� .: .. ,
DETECTABLE WARNIRIGS ��,�d;�
GENERAL NOTES FOR DETECTABLE WARNINGS
ON SIDEWALK RAMPS (CURB RAMPS) �� Detectable vraminp
t. Curb ramps must contein a.detec�eble wamir� wrfaoe thal consists oi rolaed truncated domes compiyinp with --- -- �r - suAace �Domes to
Section 4.29 of the Taxas 14cQeasibility Standards (TAS). The suriaoe must contrast viaually wiCi adjaning ' � p�e�dePa e�ltiavel)
surfaces, indudirip aide Nares. Fumish dartc brown w dark rod detedable waminp surfaoe adjaoent to
UIl00�Of61� COf1Cf9i@, unleas apecified aleewhere In the ptans. .- 4� °o o°e °e °°4°e e° o \ SidC fIA/C
2. Detedabie �vaminp wAaces must be siip resiatant end rwt aliow water to a�oaimulate. / ti� �� 8�� 0 888 ;i" (TYplcai)
�
3. Alipn truncated domes in tfie direction of pedestrian travel when enterirg the atroet. -� ----- - 1_-_.---- z-
4. Shaded aroas indicate the approximate location for the detedeWe waminp aurfaoe tor each curb ramp type• Typlcal plaoement ol detxteWe � g�� min �. Face of
waminp wAace on slopir� �- e" max
5. Detedable waminp surfaoea ahall be a minimum.ot 24" in depth in fhe direction oi pedeatrian travel, and �mp run. „„ ��
extend the f�l� width ot the curb ramp or Iandinp whero the pedeatrian aooesa route er�a the street. DETAIL A
6. Detectabie waminp surfeoes ahall be loc:ated so that the edpe neareat the cutb Ifne is a minimum of 6" and a Deno1e5 ��^�
or non-we�lunp � Detectable
maximum oS 8" from the extension of the faoe ot curb. Detecfable waminp surfaces may be curved alonp the oaner rsdius. s��}�, ,�,�., •-�
7. The (ollowing is an approved list ot Caat-In-Plaoe Detedable Waminp Materials and tliair manufedurers: , ,;;���: �� ;,,�ming surfaoE
7e. Arrrwr Tile (vibified polymer composite) by Enpir►eered Plastics, Inc., Wflliamaville, NY. - - -�-= ---- -
7b. Tadi{e Pavers (fired day paversj by Pine Hall Bridc, Winabn-Safem, NC. 8.396 ��� 1��1� 8.3%
7a Detectable Waminp Paver (fired day pavera) by Weatem Brick Co., Houaton, TX. _M„ + .,, _
7d. Tek Way Dome-Tile (concreto-based) BY Stronp G. Induatries (LLC), Tucson, AZ.
eeeeo�e000
7e. Cast-in-Place Tile (plass arxi carbon reintoroed oomposite) by ADA Solutions, lnc., No�th Billarica, MA 4 4e off40 0
-- ------NOTE: ALL RAMPS ARE MIN.4' WIDE. �--- ----- _ 8. The above list of De�bie Weminp Me�ials or _ �� e eO eoeeO ------ ---
��� � their approved equal shall be teed as -
,�•;-- 4, x�, MiN �PE H � p��y�e Waminp surfece on aidewalk TYpicel placement of detedede� e" min � Faoe o!
.
;�.r� uwaric (curb) remps as ehown on tha plans and �np�suerfece on landinp et
'� ''. R.mp umna or details on thia sheet. DETAIL "B'm� W�
� �� � /� of Psyrnenl
;„ •_�� SIDEWALK RAMP (CURB RAMP) GENERAL NOTES
�� � 1. All slopes ere ma�dmum ailau+mWe. The {east posside siope thet will stlll drain properiy
�' �� ahould be used. Adjuet curb r�mp lenpth or prade af ap{xoach �ldewaika as direcled.
�� ;`�l� ' e" CURe ,�� x 4� 2. The minimum sldevvalk width ta 4'.
- LANDING 3. Lendinps shall be 4'x 4' minimum with s ma�dmum 2% slope in eny direblon.
4. Manewerinp speoe at the bottom of curb rsmpa �t�ell be a minimum of 4'x 4' wtally
5.0' MIN oonleined withfn the crosawalk and wholly oublde the paralbl v+eF►Icxilar travel path.
s�o�E �:so s�o� ,, 5. Maximum �ilowable cross siope on sidewaik and curb ramp wrfaoes Is 2%.
FLUSH ����� '• 8. Curb remps wfth rotumed curbs mey be used only whae na would not normaily walk
�a� .�,�. „� aaosa the ramp, etther because the �dJecent wrfeoe is Minp or other nort-waikinp surface
,' .•„; ,, t, ?': 's ;.;�, � or bec:ause B,e slde approacn {b wbataMlally onatruded, oB,ervdee�pf nerea slaes.
�' 7. Ol18118 Wl H116 plotl a�ly M!!I OO�IEtfUCtI0l1 O� Ib00flthtlCtlOr1 Of iV9@tb, q�1fbS, Of �{dBWaikS
oEr�c:rne�.�� �--- + - e. To serve ae e en refupe area, tha median shoutd be e minlmum d 5' wide. Medians
WMNINO BUR E . shWJld b8 Q� �0 jNOVld6 lOOEffIWB �i9Q8 a1t011QI1 N1EtT1.
��� ��sn� 9. Curb cut ramps are to ba locsted aa ahavm on the pinns or �s dlreded by Enpfneer.
--- curse�o �oewu.x 10. Crosawslk dfinensions, �xosawaik m�rki s and stop bar IoceUo�s �hall be es shown
cR swn�K xoss np
eisevWiere In the dana. At i�roedions whero aosewelk merkinps ere not uired,
PERF'ENDICULAR RAMP � FLUSH LANDING �� �mpa shau be ai�pned wlth theoroUcel aosawa�ka or �s direded by the�np�neer.
__._„_ _ 11. Exlatinp featuros Uwt compiy with TAS may romain Vn p�aoe ur�lesa chsnQed on fhe plens.
- 12. Rempa ahall be provided at �!I coman of atreet kdenecUons wt�ere there is
_ 2� saip n a,t cnrouon 'n�Pe � e�dsan0 or proposed Wdewa�r, and «,rb. Remps,nau aleo be pvvicled al we�k
- M proater then �' in brpth. {ocaUons in rMd-blodc fn the viGnities d hosdtala, medical oeMers, end stediums.
Othenvtse plece detecteble 13. Surtaoe texture ot the ramp �hail be that obtained by a oairse broominp, tranaverse
waminp on the enUro surfece 3'• to tl►a slope of the ramp sxoApt at detedaWe warninp suRaoe aroas. See datalls A end B.
of cut throuph-� _�'re�n 14. Separate curb ramp �nd I�r�e�s from �djeoent �Idewelk uW �ny other elements
_�� �v with premold or board �Irrt of 3/4 " unleaa otherwisa dirocted by tfie Enylneet.
� 15. Provlde a smooth transition M�fiere the axb rampa oonnect to the s}reet.
CROf�BWALK �""�\�� "�'"� 18. Curbs ahoMm on this rheet within the Ilmke of peyrnent are ooraldered part of the curb
�; � romp for payment, whether H Is oonante curb putter, or aombfned curb and putter.
� �,� 17. Flere slope shall not exoeed 1�96 mesaurod afonp curb Nne and wFieie pedeatrians
�F .:�r::�• �i�'•,__ NOTE: .:. � -- � couid welk acxoss the r�mp,�en Me�dmum sfope ihall be 1:12. (8.3 96).
e.� , ..,;i;��� ��/ DETECTI�eLE � _ •�'�'.__���' 18. Sidewalks ahall be ramped wiere the driveway axb fa exterxled �aoss the walk.
;:;::;;:: � j� WARNING SURFACE ..' -`.' ..4, �,��� 19. I► posalble, drainage �buctur�s ahouid not be pleoed tn Iine wfth ramps. Locetion of the
:��� TYPICAL SYMBOL @ Aiipn wr6 p�nlbl �__---''� �mPg ��id take pte0edenoe Over IOC�tion of Ule drafnepe strtxture.
-- _/ ALL RAMPSMNDINGS. �"'��' �'D"""�k � 20. The normal putter i(ne profile shall be matninai throuph the area of the ramp.
CROSSWn�.K R�mp Umrts 21. The actual Ifmits of existlnp curb and putter end �ldewalk shall be direded by the engineer in
�� ot P�yment 22. Confi�on jants, e�anslon joints and silic�ne sealing aheil be subsidiary to unit price bid
FLUSH LANDING � CUT THROUGH AT MEDIAN ISLANDS ior sidewa�ks and ramps.
---- ----- - - ---- �--. . . .. _
PAVEMEM - CURB 3 RAMP (��
_TYPE D� � GUTTER s�o�e t�:�r TYPE K
Ramplirt�ls ,�,y r� ��--E��wstoN.�o�nrr� N� L ( �
AUTCH CUT�QUC3H
Of P�yirienl � �4' `� � 1 / ;:� �: .., • . �. . .. •.... . '• PON a �Wmi
�'%'- - (tiloa
ry`\ / � � �
��'&WD UNE.�
� �' 't'�, -� 'r�REINFORCEMEM UNE
� � . CROSSWAIK � IN AQ.IACENT
4� �� �<\�\ � CURB AND GUTIER l
�' � ; � �', DETECTABLE SECTION G�
�..
� • `-'`�� WARNING SURFACE �T'�'��� �P � '
% , • ��'��iY �A0118UVBt1flQ .
� y �J- Spsoe 4k 4'
�� ��. , %;: ` _ FLARE 4' Mkd. FLARE �
� �1':12` SLOPE � ttAMp t":tY SLOPE�
Sldewalk /
� FIARES A �-�-'- �
% SI•D2W�. S P�CAL).
��' - -�` � ``.: •'. � '..
cRosswr�K � SECTIO�N H-H
NOTE: USE ONLY ON RESIDENTIAL'TYPE STREETS �P�� P SECTION)
DIAGONAI CURB RAMP iFLARED SIDES)
Crouwalk
2' rhlp N wl ffrouph
h pwlertlw� 4' In Nnpth.
OIMrn4w pboe dN�dsbb
wrriirp on tlx �ntin wA�oe
of ait Bro�qh.
Ramp LMmits
ol Payment
y, �1' :�� Alqn 8" cuba p�nMel
�„� �;;, � = w�a, aros.«.Nc.
� -�_s�.r,�e\il
��
MIN � _ _ SmP 8ar
Crouw�ik
COMBINATION ISLAND CUT THROUGH
a�
WORKS DEPARTMENT
SIDEWALK RAMP DETAILS
f ORT WORTH, TEXAS
)[iqNEOfV: DAtE- CNECREDH. OATE' i•iaOi
JOE RADENZ 2-0407 RONNIE R. VAANELL
���JOERADENZ «�P-i¢O� �!'lIIOVEDfY: OATE�
6GIE: NT.6. DMWINOHo.• S% iHEETNo OF
`- DETECTABLE
WARNING SURFACE
PERPENDICULAR CURB RAMP
WITM 61DE FLAREB NOT NWACFM TO WAL1C BtMFACE
HMA� URFAC OVERLAY (2012-16)
imi ro�ec ame ree �mi s roce ure apsco
3422 - 3499 5TH AVE WOODLAND AVE - W BIDDISON ST POL 0.16 9 90D
2400 - 2499 ALLOWAY DR OLD MANSFIELD RD - GLEN GARDEN AVE MOL 0.44 8 92A
4300 - 4399 BAIDWIN ST W SEMINARY DR - W BROADUS ST POL 0.15 9 90M
700 - 799 W BALTIMORE AVE HEMPHILL ST - TRAVIS AVE POL 0.07 9 77N
2600 - 2999 BERRYHILL DR CANBERRA CT - CANBERRA CT POL 0.73 8 78S
1400 - 1499 BINKLEY ST E ROSEDALE ST - AVE G POL 0.14 8 78K
1500 - 1799 BINKLEY ST AVE G- AVE J PO� 0.42 8 78K
700 - 899 W BOWIE ST HEMPHILL ST - LIPSCOMB ST MOL 0.32 9 76Z
2600 - 2619 CANBERRA CT BERRYHILL DR - PVMT CHANGE POL 0.26 8 78S
3100 - 3299 CANBERRA CT THANNISCH AVE - E BERRY ST POL 0.3 8 78S
4100 - 4199 COCKRELL AVE W BOLT ST - SUFFOLK DR PO� 0.37 9 90F
1600 - 1699 S COLLARD ST AVE H- AVE I POL 0.14 8 78K
2600 -,2899 COLONIAL PKWY SIMONDALE DR - S CUL-DE-SAC POL 0.8 9 75V
4300 - 4399 S HENDERSON ST W SEMINARY DR - W BROADUS ST POL 0.15 9 90M
2400 - 2449 NORTH GLEN DR OLD MANSFIELD RD - HEATHER TRL POL 0.57 8 78W
700 - 899 PAGE ST HEMPHI�L ST - LIPSCOMB ST POL 0.23 9 76V
3000 - 3299 PARK HILL DR S UNIVERSITY DR - SHIRLEY AVE POL 0.54 9 76S
700 - 999 W RICHMOND AVE HEMPHILL ST - COLLEGE AVE MOL 0.5 9 77N
2900 - 2950 SUFFOLK DR COCKRELL AVE - 2950 SUFFOIK DR POL 0.27 9 90E
3100 - 3371 SUFFOIK DR 3100 SUFFOLK DR - STADIUM DR MO� 0.39 9 90E
1700 - 1899 WASHINGTON AVE W ALLEN AVE - W RICHMOND AVE MOL 0.37 9 76R
7.32
HMAC SURFACE OVERLA�' AT VARIOUS LOCATIONS 2012-16
CITY PROJECT NO: 01926
TPW PROJECT NO: C293-541200-209620192683
STREET BY STREET QUANTITY DETERIVIINATION SPREADSHEET
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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 Lumpsum
3 LF Remove & Replace Existing Concrete Curb and Gutter 80 0 100 0 190 480 70 20 0 0 90 1,030
4 LF Instali New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 210 0 210
5 SF Remove & Replace 6-Inch Concrete Driveway 0 0 0 0 0 230 0 0 0 0 0 230
6 SF Remove & Replace 6-Inch Eexposed 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 0 0 0 0 0 0 0 0 0 0 0 0
9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 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 2 0 2 0 0 0 0 0 0 4
Ramp (w/ detectable warning dome-tile surface) �
12 EA �nstall New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 1 0 0 0 0 0 0 0 0 0 1
dome-tile surface) �
13 SY Remove & Re lace Existing Concrete Valley Gutter 47 0 56 0 0 0 0 0 0 0 0 103
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 p
15 LF 6" Perforated Pipe Subdrain 0 0 0 0 0 0 0 0 0 0 0 p
16 EA Remove & Re lace 5-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 0 0 0 0 p
17 EA Remove & Re lace 10-Ft. Storm Drain Inlet-Top 0 0 2 0 0 1 0 0 0 0 0 3
18 SY 8-Inch Pavement Pulverization 950 1,000 2,700 5,350 1,900 3,800 1,010 2,000 0 420 0 19,130
19 TN 26 Ib/s Cement Modification 12 13 35 70 25 49 13 26 0 5 0 249
20 CY Unclassified Street Excavation 0 10 20 50 0 56 12 21 0 0 0 169
21 CY Crushed Limestone 0 10 33 32 0 10 10 10 0 10 10 125
22 CY Asphalt Pavement and Base Repair 0 0 10 0 0 0 0 30 0 0 8 48
23 TN HMAC Pavement Leve) Up 0 0 0 0 0 0 0 0 0 0 0 0
24 LF Wedge Miling 2-Inch to 0-Inch De th, 5-Ft. Wide 0 0 0 0 0 0 0 888 788 0 1420 3,096
25 EA Butt Joint-Milled 0 0 0 0 0 0 0 2 2 0 2 6
26 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 100 247 0 0 347
27 GA Crack Sealin of Existing HMAC Pavement 0 0 0 0 0 0 0 20 9 0 15 44
28 SY 2-Inch SurFace Course T e"D" Mix 950 1,000 2,700 5,350 1,900 3,800 1,010 2,000 2,050 420 2100 23,280
29 EA Remove & Repiace 30-Ft. S eed Cushion w/ Striping 0 0 0 0 0 1 0 0 0 0 0 1
30 EA Remove & Re lace 40-Ft. Speed Cushion w/ Stripin 0 0 0 0 0 0 0 0 0 0 0 p
31 EA Water Valve Box Adjustment With Steel Riser 0 0 0 3 0 2 0 0 3 0 2 10
32 EA Water Valve Box Adjustment with Concrete Collar 2 1 0 3 2 2 0 0 0 0 0 10
33 EA Water Meter Box Ad'ustment 0 0 0 0 0 0 0 0 0 0 0 0
34 EA Manhole Adjustment With Steel Riser 0 0 0 6 0 1 0 1 0 0 2 10
35 EA Manhole Adjustment With Concrete Coliar 0 1 1 5 2 1 1 1 0 0 0 12
36 EA Paintin House Addresses 0 0 4 0 0 0 0 0 0 0 0 4
37 SY Grass Sod Replacement 17 0 0 0 43 105 16 2 0 0 20 203
38 LS Re-Mobilization 0 0 0 0 0 0 0 0 0 0 0 p
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
Monthly Pickup of Bulky Items 3rd. Monday 3rd. Monday 3rd. Monday 3rd.Monday of 3rd.Monday 3rd. Monday 3rd. Monday 3rd. Monday 3rd. Monday 3rd. Monday 3rd. Monday of
of the month of the month of the month the month of the month of the month of the month of ?he month of the month of the month the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday
Nage 1 ot Z
HMAC SURFACE OVERLA�' AT VARIOUS LOCATIONS 2012-1�
CITY 1�ROJECT NO: 01926
TPW PROJECT NO: C293-541200-209620192683
STREET BY STREET QUANTI'I'Y DETERMINATION SPREAD SHFET
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ITEM UNIT ITEM DESCRIPTION QTY QTY Q7Y QTY QTY QTY QTY QTY QTY QTY QTY
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0
3 LF Remove & Re lace Existing Concrete Curb and Gutter 160 35 305 775 576 100 810 630 200 0 0 3,591
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 Driveway 400 220 770 770 440 200 1,650 1,550 200 0 0 6,200
6 SF Remove & Re lace 6-Inch Eex osed A gre ate Drivewa 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 0 0 100 60 100 0 0 0 260 0 0 520
9 SF Remove & Re lace 4-Inch Exposed Aggregate SidewalkWalk 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 1 0 1 0 3 0 0 5
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 & Re lace Existing Concrete Valley Gutter 0 0 30 0 0 0 0 0 26 0 0 56
14 SY install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
15 EA Remove & Replacef 5-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 0 0 0 0 0
17 LF 6-Inches Perforated Pipe - Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch HMAC Pavement Pulverization 0 0 0 6,102 3,548 536 2,080 3,810 830 0 0 16,906
19 TON 26 Ib/sy Cement Modification 0 0 0 79 46 7 27 50 11 0 0 220
20 CY Unclassified Street Excavation 0 0 0 81 65 20 50 100 50 0 0 366
21 CY Crushed Limestone 0 0 10 10 0 20 20 40 20 0 0 120
22 CY HMAC Pavement and Base Re air 5 20 5 0 0 0 0 0 0 0 0 30
23 TON HMAC Pavement Level Up 0 0 10 0 0 0 0 0 0 0 0 10
24 LF Wedge Miling, 2-Inch to 0-Inch De th, 5-Ft. Wide 1,850 1,600 1,940 0 0 0 0 0 0 0 0 5,390
25 LF Butt Joint-Milled 4 2 2 2 0 0 0 0 0 0 0 10
26 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 0 0
27 GAL Crack Sealing of Existing HMAC Pavement 25 40 20 0 0 0 0 0 0 0 0 85
28 SY 2-Inch Surface Course Type "D" Mix 3,650 2,200 3,028 6,102 0 536 2,080 3,810 830 0 0 22,236
29 EA Remove & Re lace 30-Ft. Speed Cushion w/ Stri ing 0 0 0 0 0 0 0 0 0 0 0 0
30 EA Remove & Replace 40-Ft. Speed Cushion w/ Stri ing 0 0 0 0 0 0 0 0 0 0 0 0
31 EA Water Valve Box Adjustment with Steel Riser 5 2 1 4 5 0 0 0 0 0 0 17
32 EA Water Valve Box Adjustment with Concrete Collar 0 0 0 4 5 1 1 0 0 0 0 11
33 EA Water Meter Box Ad'ustment 0 0 3 5 1 0 0 0 0 0 0 9
34 EA Manhole Adjustment with Steel Riser 3 0 0 4 4 0 0 2 0 0 0 13
35 EA Manhole Adjustment with Concrete Collar 0 0 3 3 3 1 2 3 1 0 0 16
36 EA Painting House Addresses 0 0 16 14 2 1 15 10 1 0 0 59
37 SY Grass Sod Re lacement 35 4 51 130 98 18 135 105 23 0 0 599
38 LS Re-Mobilization 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
Monthly Pickup of Bulky Items 3rd. Monday 3rd. Monday 3rd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday
of the month of the month of the month of the month of the month of the month of the month of the month of the month of the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday
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