HomeMy WebLinkAboutContract 45641LIS
PROJECT MANUAL
FOR
THE CONST RUCTION OF
At Various Locations CITY SECRETAW
CONTRACT No.
City Project No. 02226
Betsy Price To Higgins
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTA'riaN AND PUBLIC WORKS
2014
M&C Review Page t of 2'
(Nd l Mte of die C,4 fif Fort,, en", Thee
CITY COUNCIL AGENDA bqr"0
i
G
COUNCIL ACTION: Approved on 16/2014 - Ordinance Nos. 21230-06-2014 & 21231-05-2-414
REFERENCE 20STREET REHABILITATION
DATE: '5t612014 NO.: NOW
LOG NAME:
(MMAC 2(�14-2)
CODE: TYPE. � PUBLIC N
CONSENT HEARING.
SUBJECT. Authorize Execution of a Contract with JLB Caontracting, LLC , in the Amount of
1,809,801.15 for Hot Mix Asphaltic Concrete Street Rehabilitation 2014-2 at Multiple
Locations Throughout the City of Fort Worth and Adopt Appropriation Ordinances
(COUNCIL DISTRICTS 3, 6, 7, 8 and 9)
f C M- S NQAT1QN:
It is recommended that the City Council.
1. Authorize the transfer of funds in the total amount o $ 04,900.58 from the Water and Sewer Fund
to both the Water Capital Projects Fund in the amount of $462,450.29 and the Sewer Capital Projects
Fund in the amount of $452,4 a0.2 ;
2. Adopt the attached appropriation ordinances Increasing estimated, recaipts'and appropriations in
the Water Capital Projects Fund in the amount of $462,450.29 and the Sewer Capital Projects Fund
in the amount of $ 52,450.29 from available funds; and
3. Authorize the execution of a contract with JLB Contracting, LLC, in the amount of; $1,809,801.1 5
for Mat Mix Asphaltic Concrete Street Rehabilitation 2014-2 at multiple locations as listed on the
attachments provided.
DI$CU I N;
These street rehabilitation projects will be undertaken in conjunction with a'searate utility contract for
the replacement of water and sewer lines (City Project No. 02226). The Transportation and Public
Works and 'Water Departments share in these rehabilitation costs in lieu of trench repair under the
utility contract. The Transportation and Public Works' portion of the cost on this contract will be
XF
$904,900.57, which is available in the 2014 Street Rehabilitation Fund.
The City reserves the right to increase or decrease quantities of Individual pay items within the
'��IF, contract, provided that the total contract amount remains within plus or minus 25 percent of the
contract award.
This project was advertised for bid on January 16, 2014 and January 23, 2014, In the FgA_'W�
§tarwTel�ram. On February 13, 2014, the following bids were received:
@LddAm Am
n
IF, JLB Contracting, LLC $1,809,80115
Advanced Paving Acquisition $1,959,008.60
Peachtree Construction, Ltd. $1,973,718.00
separate Mayor and Council Communication awards another street rehabilitation contract to JLB
Contracting,, LL , Staff has determined that the contractorhas sufficient capacity to perform
a satisfactorily on both contracts
MlWI E Office - JLB Contracting, LLC, Is in compliance with the City's ROE Ordinance by committing
MAC Review
J
to 16 percent MBE participation on this project, The City's MBE goal on this project Is 16 percent
These projects are located in COUNCIL DISTRICTS , 6 and 9.
kb
'OR
00 00 00 -1
'FABLE OF CONTENTS
Page I of 2
SECTION 00 00 00
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TABLE OF CONTENT'S
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Division 00 - General Conditions
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0005 10 Mayor and Council Communication
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0005 15 Addenda
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00 11 13 Invitation to Bidders
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0021 13 Instructions to Bidders
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0035 13 Conflict of Interest Affidavit
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0041 00 Bid Form
11
004243 Proposal Form Unit Price
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0043 13 Bid Bond
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00 43 37 Vendor Compliance to State Law Nonresident Bidder
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0045 11 Bidders Pre -qualifications
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0045 12 Prequalification Statement
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0045 13 Bidder Prequalification Application
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004526 Contractor Compliance with Workers' Compensation Law
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004540 Minority Business Enterprise Goal
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00 52 43 Agreement
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0061 13 Performance and
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0061 14 Payment and
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0061 19 Maintenance and
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0061 25 Certificate of Insurance
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007200 General Conditions
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007300 Supplementary Conditions
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Division 01 General Requirements
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01 1100 Summary of Work
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01 31 19 Preconstruction Meeting
pw,
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01 3120 Project Meetings
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01 32 16 Construction Progress Schedule
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01 3233 Preconstruction Video
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01 4523 Testing and Inspection Services
1-01
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01 5000 'rernporary Facilities and Controls
35
01 5526 Street Use Permit and Modifications to Traffic Control
36
01 5813 Temporary Project Signage
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01 7000 Mobilization and Remobilization
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01 71 23 Construction Staking
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01 7423 Cleaning
11"
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01 77 19 Closeout Requirements
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01 7839 Project Record Documents
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43
Division 02 - Existing Conditions
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0241 15 Paving Removal
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46
Division 31 - Earthwork
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31 23 16 LJnclassified Excavation
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Division 32 - Exterior Improvements
1.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCT fON SPECIF ICATION DOCUMENTS City Project. No. 02226
Revised November 9, 2011
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1E
000000-2
TAREE Or CONTENTS'
Page 2 of 2
32 1133
Cement Treated Base Courses
32 1216
Asphalt Paving
32 1273
Asphalt Paving Crack Sealants
32 1320
Concrete Sidewalks, Driveways and Barrier Free Ramps
32 16 13
Concrete Curb and Gutters and Valley Gutters
32 1723
Pavement Markings
32 1725
Curb Address Painting
3291 19
Topsoil Placement and Finishing of Parkways
3292 13
Hydro -Mulching, Seeding, and Sodding
Division 33 - Utilities
3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
3305 17 Concrete Collars I -lb be completed in eary 2012]
Division 34 - Transportation
3471 13 Traffic Control
Technical Specifications listed below are included for this Project by reference and can be
viewed1downloaded from the City's Buzzsaw site at:
sources/02%20-
%20Construction%2ODocuments/ tions
51290fto ....... .......
M.00REGEN99000M
Fig=] I tal KIL011 Lei I wam It"' .11mm
Appendix
GC401
Availability of Lands
GC-4.02
Subsurface and Physical Conditions
GC-4,04
Underground Facilities
GC-4,06
Hazardous Environmental Condition at Site
GC-6,07
Wage Rates
GC-6.09
Permits and Utilities
GC-6.24
Nondiscrimination
GR-01 60 00
Product Requirements
SP® I
Special Provisions
It I
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2014-2)
City Project No. 02226
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0005 10-1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page I of I
SECTION 00 05 10
MAYOR AND COUNCIL COMMUNICATION (M&C)
(Assembler: For Contract Document execution, remove this page and replace with the approved
M&Cfor the and of the project. M&C insert shall be on blue paper.]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Id SURFACE OVERLAY (2014-2)
02226
I SECTION 00 05 15
2 ADDENDA
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6 [Assembler.- For Contract Document execution, remove this page and replace with any addenda
7 issued during bidding]
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CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD coNmucTION SPECIFICATION DOCUMENTS 02226
Revised July I ry 2011
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0011 13 1
rNVITATIONTO BIDDERS
Page I of 2
I SECTION 00 11 13
2 INVITATION TO BIDDERS
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4 RECEIPT OF BIDS
5 Sealed bids for the construction of I-IMAC SURFACE OVERLAY (2014-2), 02226, will be
6 received by the City of Fort Worth Purchasing Office:
7
8 City of Fort Worth
9 Purchasing Division
10 1000Throckmorton Street
11 Fort Worth, Texas 76102
12 until 1.30 P.M. CST,'I"hursday, February 13, 2014, and bids will be opened publicly and read
13 aloud at 2:00 PM CST in the Council Chambers,
14
15 GENERAL DESCRIPTION OF WORK
16 The major work will consist of the (approximate) following:
78,650
&Y,
2" HMAC Surface Course, Type D
12,510
LF1
Remove and Replace Existing Concrete Curb & Gutter
6,075
S.F
Remove and Replace Concrete Sidewalk
8,290
S.F.
Remove & Replace Concrete Driveway
52,440
&Y.
8" Pavement Pulverization
26,210
S.Y
21" Pavement Surface Milling
17 PREQUALIFICATION
1.8 The improvements included in this proJect, which require prequalification, must be performed by
19 a contractor who is prequalified by the City at the time of bid opening, The procedures for
20 qualification and prequalification are outlined in the Section 00 21 13 - INSTRucTIONSTO
21 BIDDERS,
22
23 DOCUMENT EXAMINATION AND PROCUREMENTS
24 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
25 of Fort Worth's Purchasing Division website at 1qqpLL/www, rtwortor /p rc Ul and
hasi
26 clicking on the Buzzsaw link tothe advertised project folders on the City's Buz,7.saw site, The
27 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
28 suppliers,
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30 Copies of the Bidding and Contract Documents may be purchased from:
31 Nikki McLeroy, 817-392-8549, City of Fort Worth, Transportation and Public Works, 1000
32 Throckmorton St., Fort Worth, TX 76102
33
34 The cost of Bidding and Contract Documents is: $30.00
35
IV CrTY OF FORT WORTH
STANDARD CONS, IRUCTION SPECI.FICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
0011 13-2
INVITATION TO BIDDERS
Page 2 of 2
I PREBID CONFERENCE
2 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
3 BIDDERS at the following location, date, and time:
4 DATE: Tuesday, February 4,2014
5 TIME: 9:00 A.M.
6 PLACE: Transportation and Public Works, 1000 Throckmorton ®, RM#: 270, Fort
7 Worth, TX 76102
8 LOCATION: Municipal Building, 2d Floor
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11 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
12 City reserves the right to waive irregularities and to accept or reject bids.
13
14 INQUIRIES
15 All inquiries relative tothis procurement should be addressed to the following:
16 Attn: Kristian Sugrim, City of Fort Worth
17 Email: Kristian.Sugrim@fortworthtexas.gov
18 Phone: 817-392-8902
19
20 ADVERTISEMENT DATES
21 January 16, 2014
22 January 23, 2014
23
24 END OF SECTION
CITY OF FORT WORTH HMAC Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECfFICATION DOCUMENTS 02226
Revised November 27, 2012
SECTION 00 2113
INSTRucTiONSTO BIDDERS
1. Defined Terms
0021 U - I
INSTRUCTIONSTO BIDDERS
Page i of 9
1, LTerms used in these INSTRUCTIONS TO BIDDERS, which 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 singular and plural thereof
L2. 1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.2.2. Nonresident Bidder: Any person, finu, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3, Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.1 City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3. 1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received from contractors who are
not prequalified (even if inadvertently opened) shall not be considered, Prequalification
requirement work types and documentation are as fol lows-
3.1. 1. Paving — Requirements document located at;
2ro jecrpoint,yZj )v/Rqsources/02%20-
%20Constniction%201)ocunients/Contractor%20P[p
. .... .... .... . . .... _q_qq,1ificationT.FPW0/o2Lffiay ig ij
%20Contractor0/o2OPrggtLa I ific�tion%20PEpZ[qMIERF �DAI I1"ICA'I'ION%2 ORE
[,JIREMENTS%20FOR�Z,�20PAVIN,G%2000NTR.AC'TORS.PDE? p.gblic
3,1.2. Roadway and Pedestrian Lighting - Requirements document located at;
3.1.3. Water and Sanitary Sewer .- Requirements document located at;
MY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27,2012
HMAC Surface Overlay (2014.-2)
02226
0021 13-2
INSTRUCTIONSTO BIDDERS
Page 2 of 9
1 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
2 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
3 45 11, BIDDERS PR"QUALIFICATION S.
4
5 3.2. L Submission of and/or questions related to prequalification should be addressed to
6 the City contact as provided in Paragraph 6.1
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9 3.3. Tbe City reserves the right to require any pre -qualified contractor who is the apparent low
10 bidder(s) for a project to submit such additional information as the City, in its sole
I I discretion may require, including but not limited to manpower and equipment records,
12 information about key personnel to be assigned to the project, and construction schedule,
13 to assist the City in evaluating and assessin g the abty of the apparent low bidder(s) to
14 deliver a quality product and successfidly complete projects for the amount bid within
is the stipulated time frame. Based upon the City's assessment of the submitted
16 information, a recommendation regarding the award of a contract will be made to the
17 City Council. Failure to submit the additional information, if requested, may be grounds
18 for rejecting the apparent low bidder as non -responsive. Affected contractors will be
19 notified in writing of a recommendation to the City Council.
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21 3.4. In addition to prequalification, additional requirements for qualification may be required
22 within various sections of the Contract Documents.
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24 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
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26 4.1. Before submitting a Bid, each Bidder shall:
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28 4.1. L Examine and carefully study the Contract Documents and other related data
29 identified in the Bidding Documents (including "technical data" referred to in
30 Paragraph 4.2. below). No information given by City or any representative of the
31 City other than that contained in the Contract Documents and officially
32 promulgated addenda thereto, shall be binding upon the City.
33
34 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
35 site conditions that may affect cost, progress, performance or furnishing of the
36 or.
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38 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
39 progress, performance or furnishing of the Work.
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41 4. iA
42 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or
43 contiguous to the Site and all drawings of physical conditions relating to existing
44 surface or subsurface structures at the Site (except Underground Facilities) that
45 have been identified in the Contract Documents as containing reliable "technical
46 data" and (ii) reports and drawings of Han
zardous Environmental Conditios, if any,
47 at the Site that have been identified in the Contract Documents as containing
48 reliable "technical data."
49
CITY OF FORT WORTH HMAC Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised November 27, 2012
I
I
PIP
0021 13-3
INSTRUCTIONS TO BIDDERS
ZEN=
1 4,16. Be advised that the Contract Documents on file with the City shall constitute all of
2 the information which the City will furnish. All additional information and data
3 which the City will supply after promulgation of the formal Contract Documents
4 shall be issued in the form of written addenda. and shall become part of the Contract
5 Documents just as though such addenda were actually written into the original
6 Contract Documents, No infori-nation given by the City other than that contained in
7 the Contract Documents and officially, promulgated addenda thereto, shall be
8 binding upon the City.
10 4.1 .7. Perform independent research, investigations, tests, borings, and such other means
11 as may be necessary to gain a complete knowledge of the conditions which will be
12 encountered during the construction of the project, On request, City may provide
13 each Bidder access to the site to conduct such examinations, investigations,
14 explorations, tests and studies as each Bidder deems necessary for submission of a
15 Bid, Bidder must fill all holes and clean up and restore the site to its former
16 conditions upon completion of such explorations, investigations, tests and studies.
17
18 40 1.8. Determine the difficulties of the Work and all attending circumstances affecting the
19 cost of doing the Work, time required for its completion, and obtain all information
20 required to make a proposal. Bidders shall rely exclusively and solely upon their
21 own estimates, investigation, research, tests, explorations, and other data which are
22 necessary for full and complete information upon which the proposal is to be based.
23 It is understood that the submission of a proposal is prima facie evidence that the
24 Bidder has made the investigation, examinations and tests herein required. Claims
25 for additional compensation due to variations between conditions actually
26 encountered in construction and as indicated in the Contract Documents will not be
27 allowed,
28
29 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
30 between the Contract Documents and such other related documents. The Contractor
31 shall not take advantage of any gross error or omission in the Contract Documents,
32 and the City shall be permitted to make such corrections or interpretations as may
33 be deemed necessary for fulfillment of the intent of the Contract Documents,
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35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of-
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37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
38 the site which have been utilized by City in preparation of the Contract Documents.
39 The logs of Soil Borings, if any, on the plans are for general information only.
40 Neither the City nor the Engineer guarantee that the data shown is representative of
41 conditions which actually exist.
42
43 4.2.2, those drawings of physical conditions in or relating to existing surface and
44 subsurface structures (except Underground Facilities) which are at or contiguous to
45 the site that have been utilized by City in preparation of the Contract Documents,
46
CITY OF FORT WORTH
STANDARD CONS'rRucTiON SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
0021 13 4
INSTRUCTIONS TO BfDDERS
1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
2 on request. Those reports and drawings may not be part of the Contract
3 Documents, but the "technical data" contained therein upon which Bidder is entitle;i
4 to rely as provided in Paragraph 4,02. of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
6 responsible for any interpretation or conclusion drawn from any "technical data" or
7 any other data, interpretations, opinions or information.
M
9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
I I exception the Bid is premised upon performing and tinnishing the Work required by the
12 Contract Documents and applying the specific means, methods, techniques, sequences or
13 procedures of construction (if any) that may be shown or indicated or expressly required
14 by the Contract Documents, (iii) that Bidder has given City written notice of all
15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
17 etc., have not been resolved through the interpretations by City as described in
18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the
20 Work.
21
22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
25 Documents.
26
27 5. Availability of Lands for Work, Etc.
28
29 5.1 , The lands upon which the or is to be performed, rights -of -way and easements for
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities, construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for permanent structures or permanent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents,
37
38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project,
43
44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way, easements, and/or permits, and shall submit a schedule to the City of how
46 construction will proceed in the other areas of the prqiect that do not require permits
47 and/or easements.
48
49 6. Interpretations and Addenda
50
CITY OF FORT WORTH it Surface Oveiday (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02,226
Revised November 27, 2012
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0021 13-5
INSTRUCTIONS'l-O BIDDERS
Page 5 of 9
irec e o
City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
received after this day may not be responded to. Interpretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents,
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Kristian Sugrim,'I'ransportat ion & Public Works
Fax: 817-392-8092
Email: Krist.ian.Stigrim@Fort wortlitexas.govPhone: 817-392-8902
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
Addenda or c'.1arifications ntay be posted. via Buzzsaw at-
http L/p�o�(�cl�t. r r ._com/client/t"2,���oj�thgoy/Infrastruct4re%20P
rcrojecta,/022'2I22 - %2 0HMAC%-2 0 Surf acet2 00yerla t20%282014-2t29>
INVITATION TO BIDDERS. Representatives �f City will be present to discuss the
Project, Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7® Bid Security
7. 1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surely meeting
the requirements of Paragraphs 5.01 of the General Conditions,
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited,
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final contract execution,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
mall,mlli
111'yffou"Fm-s 10 5 1 -R,, 1, h Knk
Page 6 of 9
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or -Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or -equal" items.
Whenever it is indicated or specified in the Bidding Documents that a "substitute" or
equal" item of material or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not. be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by j
ty is set forth in Paragraphs 6,05A., 6.05B. and 6.05C. of the General
Conditions and is supplemented in Section 0125 00 of the General Requirements.
11. Subcontractors, Suppliers and Others
11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-2011 (as amended), the City has goals for the participation of In inority business
and/or small business enterprises in Chy contracts. A copy of the Ordinance can be
obtained from the Office of the City Secretary. The Bidder shall submit the MBE ani
SBE Utilization Forrn, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
Venture Form as appropriate, 'Me Forms including documentation must be received
by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
opening date. The Bidder shall obtain a receipt from the City as evidence the
documentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Contractor shall be required. to employ any Subcontractor, Supplier, other person
or organization against whom Contractor has reasonable objection.
12. Bid Form
12.1., The Bid Form is included with the Bidding Documents; additional copies may bzi
obtained from the City.
12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Fo
signed in ink. Erasures or alterations shall be initialed in ink by the person signin
the Bid Form, A Bid price shall be indicated for each Bid item, altemative, and u
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 ink in both words and numerals, for which the Bidder proposes to do th
work contemplated or furnish materials required. All prices shall be written legibi
In case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern, I
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMrNTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
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0021 13-7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
123 Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate address and state of
incorporation shall be shown below the signature,
12A. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership shall be shown below the
signature,
12.5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The state of formation
the firm and the official address of the firm shall be shown.
116. Bids by individuals shall show the Bidder's name and official address,
12.7. Bids by joint ventures shall be executed by each.joint venturer in the manner
indicated on the Bid Form. The official address oft e joint venture shall be shown.
12.8. All names shall be typed or printed in ink below the signature.
12.9The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10, Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.11 . Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 3 7 .-- Vendor Compliance
to State Law Non Resident Bidder,
13. Submission of Bids
Bids shall be submitted on the prescribed Bid F'orin, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or lNVrrATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Number, Project title, the name and address of Bidder, and
accompanied by the Bid security and other required docurnents. If the Bid is sent through the
mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation "BID ENCLOSED" on the face of it.
14. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager �nd filed with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate document duly executed in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids, After all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a withdrawal request has been
properly filed may, at the option of the City, be returned unopened.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPE0FICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
022,26
00 2h 13 .- 8
INSTRucTioNsTO BIDDERS
MEMM
1 142. Bidders may modify their Bid by electronic communication at any time prior to
2 time set for the closing of Bid receipt.
10
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place: where Bids are to be submitted. Ar
6 abstract of the amounts of the base Bids and major alternates (if any) will be made available
7 to Bidders after the opening of Bids.
91
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Awa1
I I and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
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17.1 City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involving price, contract time or changes in the
Work with the Successful Bidder, Discrepancies between the multiplication of units
of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
other persons and organ,izations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, performance
data and guarantees of ma�jor items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted prior to the
Notice of Award.
17.3. City may conduct such investigations as City deems necessary to assist in the
evaluation of any Bid and to establish the responsibility, qualifications, and financial
ability of Bidders, proposed Subcontractors, Suppliers and other persons and
organizations to perform and furnish the Work in accordance with the Contract
Documents to City's satisfaction within the prescribed time,
CITY OF FORT WORTH IT Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised November 27,2012
110
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0021 13...9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
17A. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
17.5, If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City,
17.6. Pursuant to Texas Govemment Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresident's principal place of
business is located.
ITT 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 wi➢l be issued by
the City,
IT8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement, Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certificates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
MY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
SECTION 00 35 13
be downloaded from the website links provided elow.
http://www.ethics.state.tx.us/forms/CIS,pdf
0 CI Q Form is on file with City Secretary
El ClQ Form is being provided to the City Secretary
El CIS Form is on File with City Secretary
El CIS Form is in provided to the City Secretary
Address Aere
Address Her or Space
By: Printed Name Here
Signature:
Title: Title Here
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 00 41 0000 43 1300 42 4300 43 3700 45 12_00 35 13—Bid Proposal Workbook,xis a
ORM
SECTION 00 35 13
W-1 1999.0 9 W-•00-0, 1 1 QN, - Oil
be downl aded from the website links provided low.
nellwyM& hics,state ticusth �inlsla
gjbics state txmstfo rng&!,"�:p
CIO Form is on file with City Secretary
CIO Form is in provided to the City Secretary
CIS Form is on File with City Secretary
CIS For is being provided to the City Secretary
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
By: James G Humphrey
Signature:
Title: Sr Vice President
110 CH-Y OF FORT WORTH
STANDARD CONSTRUCTION SPECtFICATION DOCUMENTS HMAC 2014-2 Bid Prop"I Workbook
Form Reviseel 20120327
4"
TO: The City Manager
c1o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
1010
® Enter Into Agreement
W 61 NINOT
lo rjo iT* ;1 117-1 it 'I
I 'No 7
LAW F1,11i F7,011111 1111173111110 W N 101
2. BIDDER Acknowledgements and Certification
00 41 00
BID FORM
Page I of 3
FLAME; FV�1WW11ZF1W-1ffe;11 WV #MrX%
insurance certificate meeting all requirements within 14 days of notification of award.
2.1 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.
Z5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
i. "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 compeon.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledA' of City, a purpose of which is to establish Bid prices at artificial, non-competifive levels.
M"Com it It t I I all r4e4ft (717THIM077011 14 101 &Qrx"WiTHITUR
40
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
GO Form Revised 20120327 HMAC 2014-2 Bid PrOPOSW W01iftok
NO
004100
BID FORM
OR Pop 2 of 3
3. Prequalification
RPM The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
HMAC Surface Overlay Heavy Maintenance and all items directly associated with the paving.
a.
b.
R
d.
TIP 4. Time of Completion
4.1, The Work will be complete for Final Acceptance within 190 calendar days after the date when
alp the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
42 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.
10 5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 4100
b. Required Bid on, 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
WPM d. Vendor Compliance to State Law on Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
E Prequalification Statement, Section 00 4512
g. Conflict of Interest Affidavit, Section 00 3513
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
K 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.
62. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject ft
vercation and/or modcation 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.
CnY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
TAM Form Revised 20120327 HMAC 2014-2 Bid Proposal Workbook
6.3. Evaivation of Afteirnate Bid Keins <use this if appficaNie, otheTwise Metter
Ibtall Base Bid <iuse this if appficable, otheiwisse deleile> $0.00
Aiternate Bid <i,me this if appfiuWe, c:Oerwise deleke> $0.00
[�)eduictive,AIternat.eu,,ciiise this if appHcaNe, dlliieT wise deWe> $0.00
Addffive Afteiriate <use this if appkaNe, ofliierMse dellete> $0.00
Total Bid $1,809,801w15
7. Bid Submittal
This Bid is submitted on Thursday, February 13, 2014 by the entity named below.
Respectfully submitted,
By.
(Signature)
James G Humohrev
(Printed Name)
Title: Sr Vice President
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas 76124
State of Incorporation: Texas
Email:
Phone: 817-261-2991
[SAL,
CRY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Fen Revised 20120327
HIVIAC 2014-2 Bid ProposaI wwkbook
UNIT PRICE BID
00 42,43
BID PROPOSAL
PAp I of2
I
. ... .. .............
M$6,M000OR-W
1
. . . . . . . . . . . . . . . . . . . . . . ...... ......
13305-0108 Miscellaneous Adj ents(utilities)
$61000..00
2
0241.1300 Remove Concrete Curb & Gutter
P2 41 15
LF
12510
$5.50;
$68,80&00;
3
3216.0102 7" Concrete Curb at Gutter
321613
LF
12610
$1&80
$237,068.00
4
102410401 Remove Concrete Driveway
0241 13
SIF
82901�i
$2.W
18,238,00
5
3213.0401 6" Concrete Driveway
32 13 20
SIF
8390
$5.00
$41,9%00
6
13213.0451 6" Concrete Driveway, Exposed Aggregate
321320
SIF
100;
$11.00
$1,100.00
7
110241,0100 Remove Sidewalk
0241 13
SIF
6075;
$1110
$6,682.50
8
3213.0301 4" Concrete Sidewalk
321320
SIF
61751
$4.45
$27,478.75
9
1 3213.0351 4" Concrete Sidewalk, Exposed Aggregate
321320
SIF
3901
$11.00,
$4,2WOO
10
0241. 1400 Remove Concrete Valley Gutter
0241 15
Sy
580'
$X00'
$17,400.00
11
321&0301 6" Concrete Valley Gutter
321613
SY
680
$60.W
$40,800.00
12
10241 1700 8" Pavement Pulverization
0241 15
SY
62440
$153
$185,113.20
13
' 9999.0000 Roadbond EN1 Soil Stabilizer
GA
410,
$110.00
$45,100.00
14
13211 0600 Cement Modification (I 3lbs/sy)
3211 33
TN
3,451
$11 000
$37,950.00
15
Z' Surface Milling
0241 15
SY
26210
$1.92
$50,323.20
16
�'3211Z3900 Crack Sealing of Existing Pavement
321273
CA
260
$27.0011'
$7,020.00
!321Z0302 Z' Asphalt Pavement Type D
321216
SY
78660
$8.911
$700,771.50
3305,0111 Water Valve Box Adjustments (w/ Steel Riser)
330514
EA
11
$130.00
$1,430.001
19
13305.0112 Water Valve Box Adjustments (with Concrete Collar)
33 05 17
EA
15
$220.00�
$3,300.00
20
31210101 Unclassified Street Excavation
312316
CY
430
$19.00
$8,170.00
21
3124.0101 Crushed Limestone
3124 00
CY
10ii
$89.00
$890.00,
22
3212,01100 Asphalt Pavement Level -Up
321216
TN
io
.00
$1,380.00'
23
3124.0101 Asphalt Pavement Base Repair
312400
CY
265
$217.00
$57,505.00
24
3349.0101 Manhole Adjustments (w/ Steel Riaer)
334910
EA
9
$255.001
$2,295.001
25 13305.0112
Manhole Adjustments (with Concrete Collar)
330517
EA
29
$440.00
$12,760.00,
26
9999.0000 Curb Address Painting
321725
EA
220
$19,50
$4,290M
27 13292.0100
Block Sod Replacement
329213
SY
2200
$7.20
$15,840.00
28 :99990000
Remove I Replace 30' Speed Cushion (with Stripping)
EA
1
$2,400,00
$2,40000
29
3305.0107 Miscellaneous Adjustments (Water Meter Box)
330514
EA
17
$38.00
$64600
3o
0241 0300 Remove Ai' Ramp
41 13
EA
33
$220.00
$7 2%001
31
9999.0000 ADA Ramp
�02
EA
39
$1,105.001,
$43095.001
32 :99990000
5' Curb Inlet Top
EA
131
$1,105.00:
$14,365.00
33
9999.0000 Remove I O'Curb Inlet Top
EA
3
$1,105.00
$3315.00
34
3441 1301 Traffic Loop Detector Cable Saw -cut
3441 10
LF
1000i
$8,83
$8:830.00
35
3441 1302 AWG Loop Detector Cable
3441 10
LF
1000
$1.27
$1,270M
36
321T0001 4" Solid White Thermoplastic (HAS) Lane Lines
321723
LF
26001
W94
$2,444.00
37
3217.0002 4" Solid Yellow Thermoplastic (HAS) Center Lines
321723
LF
29001
$0 -
I
$2,,70206.M00
389999009
aoconA
... .... ..... .............
'094
37011111fll
I VM7 I 01MO
Total AItemste Bid
Deductive Altemate Bid
F_
MY OF rOWr WORTH
STANDARD CONSTRUCrION SPECIFICATION DOCUMENTS
Fann Roiwd 20 20 k 20 MAC 2014.2 Bid PfopoaW W(wkbook
004243
BID PROPOSAL
Per 2 uf2
Awama"
Project Item 1111fortnation
Bidder's PropW
Bidlist
Deso
mption
r
spe f
1p;cificati Unit o
Bid Qsty
um
i.Jwxit Price Bid Value
Item No,
—
—II,
0� Measure
Total DeductiveAltemste DWI
Additive Altemate Bid
ToW Additive Altemate BWL-
CITY OF FORT WORfH
STANDARD CONSTRUCTION SPECIFICAlnON DOCUMENTS I*4AC 2014-2 Bid dire WxktKx)k
Form Revimad 2012W20
P019
ow
SECTION 00 43 37
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Pop I d I
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
comparable contract in the State which the nonresident's principal place of business is located.
A. Nonresident bidders in the State of , our principal place of business —
are required to be percent lower than resident bidders by State Law. A copy of
statute is attached,
Nonresident bidders in the State of our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. F
BIDDER:
AS Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
NO
111190FIT'ITEMKI
(Signaturei
Title: Sr Vice President
Datili ;z li� /� / /
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2014-2 Bid ProposaI Workbook
00A Plum Revised 20110627
SECTION 00 46 12
PREQUALIFICATION STATEMENT
6#1V'&'WA* "WWWAWAW
#11114MMOW-2:�11 LollM&Zif I SAO] a RVIld Lai Pwill"flon I'm I 11 I,L;m llrz goin, a'011 is YA 01:412A wj (.-I$
Major Work Type
Contractor/Subcontractor Company Name
Prequalification
Expiration Date
HMAC Surface Overlay Heavy
Maintenance and all items
JLB Contracting, LLC
Jan-1 5
directly associated with the
paving.
0
0
0
ne inaersign y on or s te-ar4
currently prequalified for the work types listed.
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
By: James G Humphrey
(Signature)
Title: Sr Vice President
Date:
UTY OF FORT WORTH
Form Revised 20120120
2
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29
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M,
Ml
EM
J�)Jrp
OR
004526-1
CONTRACTOR COMPIJANCE WITH WORKEWS COMPENSA'rioN LAW
Page I of I
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 certifies that, Pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
JL8 CONTRACTINIG, [ I
Company (Please Print)
Xd—d`r� S" S' . . ............. --- Signature: . .................................
P.0 BOX 24131 SaM Davis
—.—FORMORTH, TX 76124, Titlee
e
City/State/Zip (f �1 'e "as estrutl
THE STATE OFTEXAS §
COUNTY OF TARRANT §
BEFORE , the undersigned authority, on this day personally appeared
th i known to me to be e persot whose name is
subscribed to the foregoing instrunient, and acknowledged to me that he/she executed the same as
the act and deed of for the purposes and
in-4W-G retain stated.
consideration there expresse?"anin t T
GIVEN UNDER MY HAND AND SEAL OF OFFICE this .day of
.. . ...... .
20LY
END OF SECTION
CNY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised Ady 1, 2011
LINDA OLIPHANT
NotarY Wic, State of --rexas
MYCRWrWWiiission Expires
r h 10, 2077
F0 R T WO R T H
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
F APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
�, F1011 applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable,
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City' s current
Business Diversity Enterprise Ordinance applies to this bid.
F/1111
FIF
MBE PROJECT GOALS
The City's MBE goal on this project is I Q —% of the total bid (Base bid applies to Parks and Community Services).
Note., If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit both a MBE Utilization Form and a $BE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply,
with the intent of the City' Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications, The Offeror, shall deliver',theMBE,
evidence that the City received the documentation in the time allocated. A faxedtopy wilfrib"t ccepteda
BUSINESS
Any questions, please contact the MfWBE Office at (817) 2
'IONS
74.
L RESULT IN
Rev. 5/30/12
005243-
Agreement
Page I ol'4
SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on MAY 6. 2014 is made by and between the City of Forth
5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
6 ("City"), and JLB CONTRACTING, LLC, authorized to do business in Texas, acting by and
7 through its duly authorized representative, ("Contractor").
8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2. PROJECT
14 The project for is the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 HMAC SURFACE OVERLA
17 0.2226
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contrac)
21 Documents are of the essence to this Co t-r -
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 190 calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that City will
28 suffer financial loss if the Work is not completed within the times specified in Paragraph
29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
30 General Conditions. The Contractor also recognizes the delays, expense and difficulties
31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work
32 is not completed on time. Accordingly, instead of requiring any such proof , Contractor
33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 City Six Hundred and Fifty Dollars ($k5O.00) for each day that expires after the time
35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
OFFICIAL RECORD
CITY 5ECRE1r,1kRY'
FE, WOR,17Hj TX
CITY OF FORT WORTH I IMAC Surface
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
Im
005243-2
Agreement
1010 flage 2 of 4
37 Article 4. CONTRACT PRICE
38 City agrees to pay Contractor for performance of the Work in accordance with the Contract
Ir%
39 Documents an amount in current funds of ONE MILLION EIGHT HUNDRED NINE
40 THOUSAND EIGHT HUNDRED ONE DOLLARS AND FIFTEEN CENTS (1,809,801.15).
41 Article 5. CONTRACT DOCUMENTS
MEMO
43
A. The
Contract Documents which comprise the entire agreement between City and
44
Contractor concerning the or consist of the following:
45
1.
This Agreement.
46
2.
Attachments to this Agreement:
47
a. Bid Form
48
1) Proposal Form
49
2) Vendor Compliance to State Law Non -Resident Bidder
50
3) Prequalification Statement
51
4) to and Federal documents (project specific)
52
b. Current Prevailing Wage to Table
53
c. Insurance ACORD Form(s)
54
d. Payment and
55
e. Performance and
56
f Maintenance and
57
g. we of Attorney for the Bonds
58
h. Worker's Compensation Affidavit
59
i. MBE and/or SBE Commitment Form
60
3.
General Conditions.
61
4.
Supplementary Conditions.
62
5.
Specifications specifically made a part of the Contract Documents by attachment
63
or, if not attached, as incorporated by reference and described in the Table of
64
Contents of the Project's Contract Documents.
65
6.
Drawings.
66
7.
Addenda.
67
8.
Documentation submitted by Contractor prior to Notice of Award.
68
9.
The following which may be delivered or issued after the Effective Date of the
69
Agreement and, if issued, become an incorporated part of the Contract Documents:
70
a. Notice to Proceed.
71
b. Field Orders.
72
c. Change Orders.
73
d. Letter of Final Acceptance.
74
75
OFFICIAL. �,iIECOKD
CIINSECRETAUF'11Y
FT. 1N01R,1rrfHw 17
CITY OF FORT WORTH HMAC Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised August 17,2012
PON
401
I'M
00 52 43 - 3
Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATION
77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
78 expense, the city, its officers, servants and employees, from and against any and all
79 claims arising out of, or alleged to arise out of, the work and services to be performed
80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
81 under this contract. This indemnification provision is specifically intended to operate
82 and be effective even if it is alleged or proven that all or some of the damages being
83 sought were caused, in whole or in part, by
act, omission or negligence of the city.
84 This indemnity provision is intended to include, without limitation, indemnity for
85 costs, expenses and legal fees incurred by the city in defending against such claims and
86 causes of actions.
87
88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
89 the city, its officers, servants and employees, from and against any and all loss, damage
90 or destruction of property of the city, arising out of, or alleged to arise out of, the work
91 and services to be performed by the contractor, its officers, agents, employees,
92 subcontractors, licensees or invitees; under this contract. This indemnification
93 1!rovision is specifically intended to operateand be effective even if it is allgged o
94 proven that all or some of the damal!es, being sought were caused, in whole or in part,
95 by any act, omission or negligence of the city.
96
97 Article 7. MISCELLANEOUS
98 7.1 Terms.
99 Terms used in this Agreement which are defined in Article I of the General Conditions will
100 have the meanings indicated in the General Conditions.
101 7.2 Assiginnent of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced expivss written consent of the City.
104 7.3 Successors and Assigns,
105 City and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability,
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
III remaining provisions shall continue to be valid and binding upon CITY and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the to of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
FFICIAL RECORD
CITY OF FORT WORTH CIT'Y SECREMRY4 AC Swfhce Cw,,.Iy (2014• 2)
STANDARD C',ONSTRUCTION SPECIFICATION 1)(M ME-NI'S 02226
Revised Augmst 17,2012 FT, WOUH9 111X
r
I
00 52 4.3 .4
Agreement
Page 4 of 4
117 7.6 Other Provisions,
118 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
119 classified, promulgated and set out by the City, a copy of is is attached hereto and
120 made a part hereof the same as if it were copied verbatim herein.
121 7.7 Authority to Sign.
122 Contractor shall attach evidence of authority to sign Agreement, if other than duly
123 authorized signatory of the Contractor.
124
125 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
126 counterparts.
127
128 This Agreement is effective as oft e last to signed by the Parties ("Effective Date").
129
Contractor: City of Fort Worth
B J
Fernando Costa
CI sip,01111im:111 1, 1 Assistant City Manager
(Signature)
Date
pM1
0% r%
. . . ... . ......... _.. . . .... .......................
R0*00k1e) City ecr tart' F 0,/?
(Seat)
Title:
ti
Address:
.. ... . ............... ....... .......
�wDate: AS
IX 761224i. ... . . ....... . ......
Zi S,jjy`State/Approved as to Form and Legality:
.__ � T: ..______ .. . ..... . .......... .
....... . . ..... .. . ........ . ............... ........ .......... .................
Date
��ttorne Assistant CI _," ttorney
130
131 LLC
All OVAL RECOMME �NDED:
132
133
134
_
135 Dong las X. Wiersig, P.E .
0 0
136 0 DIRECTOR,
137 .:.00
0 % 4'. )4
rransportation & Public Works
138 40 11 ., 49�;,M
F000
CITY OF FORT WORTH
STANDARD CONSTRUC11ON SPECIFICAnON fXX1.)MENTS
9MIR Revised August 17, 2012
OFFICIAL, RECORD
HAMC Surface Ow ay (2014 2)
CITY S��11111111011ETARY 02226
1811T. WO, RTH, TX
I
I
0061 13-1
PERFORMANCE BOND
Page I of 2
and No. 0965567
SECTION 00 61 13
PEIZFORMANCE 130ND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, JLB Contracting, LLC known as "Principal"" herein and
Westfield Insurance Conn pany _, a corporate surety (sureties, if more than one)
duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or
more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
pursuant tote laws of'].'exas, known as "City" herein, in the penal sum of, One Million, Eight
Hundred Nine Thousand, Eight Hundred One Dollars and Fifteen Cents ($1,809,801.15)
lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
payment of which sum well and truly to be made, we in ourselves, our heirs, executors,
administrators, successors and assigns, Jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City
awarded the 6'h day of May_, 20 14 . which Contract is hereby referred to and made a part
hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
other accessories defined by law, in the prosecution of the Work, including any Change Orders,
as provided for in said Contract designated as HMAC Surface Overlay (2014-2), City Project
No.02226.
shall faithfully perform it obligations under the Contract and shall in all respects duly and
faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
specifications, and contract documents therein referred to, and as well during any period of
then this obligation shall be
md become null and void, otherwise to remain in full force and effect.
PROVEDED FURTMER, 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
CITY OF FORT WORTH
STANDARD (7ONSTRUCTION SPEICIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-2)
City Project No. 02226
0061 13-2
PE"RFORMANCE BOND
Page 2 of 2
and No. 0965567
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bonds all be determined in
accordance with the provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 13 1h day of May 2014
A�
Witness a Surety Elizabeth Gray
PRINUPAL:
JLB-CONTRACTING, LL
BY:—. 000
Signattire
Sam Davis
Address: P.O. Box 24131
fLort Wort.1i Texas 76124
Name and Title
Address: .555 Repuh][ic Drive. SuLte 450
!!!gno .Texas 75(�74
TelephoneNumber: 972-516-2600 _.
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
-it Surety's physical address is different: from its mailing address, both must be provided.
The date oft e bond shall not be prior tothe date the Contract is awarded.
MY OF FORT WORTH HMA(,.Ri1'tf44,c Overlay (2014 2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S '(� ['y Project No. 02226
Revised August 17, 2012
"IF
I
0061 14-1
PAYMENTBOND
Page I of 2
Bond No. 0965567
SECTION 00 61 14
PAYMENT BOND
KNOW ALL BY THESE PRESENTS:
That we, 3LB C Lout racti ngLIC known as "Principal" herein,
and Westfield Insurance Cortivanv -, a corporate surety
(sureties), duly authorized to do business in the State of Texas, known as "Surety"' herein
(whether one or more), are held and firmly, bound unto the City of Fort Worth, a municipal
corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
penal sum of One Million, Eight Hundred Nine Thousand, Eight Hundred One Dollars and
Fifteen Cents ($I,802,8 �115 , lawful money of the United States, to be paid in Fort Worth,
Tarrant Comity, 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:
WHER,F,AS, Principal has entered into a certain written Contract with City, awarded
the Wh day of May 12014 , which Contract is hereby referred to and made a part
hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and
other accessories as defined by law, in the prosecution of the or as provided for in said
Contract and designated as HMAC Surface Overlay (2014-2), City Project No. 02226.
Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
Chapter 2253 oft e Texas Government Code, as amended) in the prosecution of the or under
the Contract, then this obligation shall be and become null and void; otherwise to remain in full
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF [CATION DOCUMENTS
Revised July 1, 2011
HMAC Surface Overlay (2014-2)
City Project No, 02226
I
0061 14-2
PAYMENT BOND
Page 2 of 2
and No. 0965567
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 13"' day of May -, 20 14 .
"Taioily
oil=
(Surety) Secretary
A, i20-0'i k
Witness-aiAo Surety ElizabO
eth Gm
PRINCIPAL:
JLB CONTRAcTiNG, LLC
I M
Signature
SaM Davis
Name and -T`Ne—iid—eiIt . ....... . ... . . ..........
Address: P.O. Box 24131
Fqroyp& Texas 76124
iiamanu A ILI�
Address: 5.55 Ret)ublic Drive.Sqite 450
l4po,jexa� 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.
i�.s.
IIII lI III IIII FIRM I MITI I MI 111
MIMMEMMM=1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised My 1, 2011
HIA'`el;ttrfhce Overlay (2014-2)
City Project No. 02226
0
THE STATE OF TEXAS
0061 19-1
MAINTENANCE BOND
Page I of 3
and No. 0965567
SECTION 00 61 19
MAINTENANCE BOND
KNOW ALL BY THESE PRESENTS:
That we JLB Contracting, LLC , known as "Principal" herein and
Westfield Insurance Company _ a corporate surety (sureties, if more than one)
duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or
more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
pursuant to the laws oft e State of Texas, known as "City" herein, in the sum of One Million,
Ei2lit Hundred Nine Thousand, Eight Hundred One Dollars and Fifteen Cents
($1,809,801.15) lawful money oft e United States, to be paid in Fort Worth, J'arrant County,
Texas, for payment of which sum well and truly be made unto the City and its successors, we
bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,
firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City awarded
the 6" day of May 20 14 , which Contract is hereby referred to and a made
part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
and other accessories as defined by law, in the prosecution of the Work, including any Work
resulting from a duly authorized Change Order (collectively herein, the "WorV) as provided for
in said contract and designated as HMAC Surface Overlay (2014-2). City Project No. 02226;
and
accordance with the plans, specifications and Conti -act Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
111111111 Ili I 111 1111111111111111-1111, 1' 111 11 '1 11111 1 1 llp�
WiTz-VI, mzww��
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the City of the need thereof at any time within the Maintenance
Period.
CITY OF FORT WORTH HMAC Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02226
0" Revised August 17, 2012
I
I
I
Pa
d No
2 o 99
n'
Page 2 o
Bon. 02655
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 or, 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
rimt 3i , �
PROVIDED FURTHER, that this obligation shall be continuous in nature a
successive recoveries may be had hereon for successive breaches. i
MY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-2)
City Project No. 02226
00 61 19 - 3
MAINTENANCE BOND
Page 3 of 3
and No, 0965 567
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 13'h day of May 2014.
T"'ST r ii 'pa I')-4Secretary
GRUMN
PRINCIPAL:
J1,B...Q0N'F'.R.AC.j'INQj LIX
BY:
Signature
Sam Davis
Name 11flft-de-e n
Address: P.O. Box 24 131
Eort Wo 1D Texas 76124
.
F ......... Address: 522525RKImblic Drive _e Suite 45.0
(Surety) Secretary flapo Texas 75074
iitness a. o ��uretyyF�,lizabeth Gray Telephoiie Number: 972-516-2600
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided,
The date of the bond shall not be prior to the date the Contract is awarded.
IMP
MY OF FORT WORTH 11MAC Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS City Project No, 02226
Revised August 17,2012
I
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
make a complaint at:
i
You may also write to Westfield Insurance
Company at:
555 Republic Drive, Suite 450
Piano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-262-3439
You may write the Texas Department of
Insurance:
P. 0. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: bq2-,1/www.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.
Now- I
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
N-I —j"111 I - _Mffeff t f1c a dT
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
555 Republic Drive, Suite 450
Piano, Texas 75074-8848
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. 0. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www,tdi.state.tx.us
E-mail: ConsumerProtectionptdi.state,tx.us
DISPUTAS SOBRE PRIMAS 0 RECLAMOS:
Si tiene una disputa concerniente a su prima o a up
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).
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adj u nto .
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME
OWER # AND ISSUED PRIOR TO 04120111, FOR ANY PERSON OR PERSONS NAMED BELOW.
General POWER NO. 4220052 06
Power Westfield Insurance Co.
Fr[of Aftorney Westfield National Insurance Co.
C RTI IED COPY Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as 'Companies,- duly
i 0 rpanized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center-, Medina County, Ohio, do by these
resents make, constitute and appoint
HARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY
If FORT WORTH and State of TX its true and lawful Altorney(s) -i n- Fact, with full power and authority hereby conferred in its name,
_
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -
GUARANTEE,
THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
!, ARAN E�
GUA NTEE, OR BANK DEPOSITORY BONDS.
md 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 applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorneys) -in -Fact -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
E%TFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
e It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
ble and is hereby vested with full power and authority to appoint any one or more Suitable persons as Attor ney(s)-in -Fact 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
efiver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
no
tices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be as binding upon the Company as If signed by the President and sealed and attested by the Corporate Secretary
'
4
'Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
e, f attorney Ty certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
r 0' or a eaw shall valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting
pel
rheld on February 8, 2000).
/a Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL 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
APRIL A.D., 2011
Corporate
ge�,
N WESTFIELD INSURANCE COMPANY
At S
Seals WESTFIELD NATIONAL INSURANCE COMPANY
Affixed ra#
W. OHIO FARMERS INSURANCE COMPANY
SUL
SEAL 2,
-9GNP IRS
in'
1848
"o J
B
bounty
e of Ohio y: Richard L. Kinnaird, Jr., National Surety Leader and
rof Medina ss.1. Senior Executive
On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides'in Medina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD
Pri;ATIONAL INSURANCE COMPANY and 01110 FARMERS INSURANCE COMPANY, the companies described in and which executed the above
strument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed
y order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Notarial
Seat A I -
Affixed A, %
%
•
William J. Kahelin, A rney at Law, Notary Public
o s
,!ate of Ohio %P "p, My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
,;ounty of Medina ss.: P41
.,
FF/ 0 F , 0
1, Frank A. Carrine, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
�F/NSURANCE COMPANY, do hereby. certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies, which Is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
in full force and effect. d%
1p In Witness Whereof, I have hereunto set my hand and affixed the seals of said Comparyes at Westfield Center, Ohio, this 13 day of
tR
AID
May 2014 .................
........ ..
141 lkl�
> .....
P
Rif
S Z EAL
ON%
0-
1848
BPOAC2 (combined) (06-02)
secrWary
Frank A. Carrino, Secretary
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CERTIFICATE OF LIABILITY INSURANCE 11 5/14/2014
. ...... . ................... . . . . .... ... . .... . . ......
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and condons of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
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The Sweeney Company PH (817)457-7246
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IP 0 Box 8720 I INSU��Affq!�gl_�q.COVERAGE
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Fort Worth TX 76124-0720
IN URERA -,Bituminous Fire & Marine
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I �INSURED LINSURERB;Bituminous Casualty Corp
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,JLB C, LLC N LLr�ERc:Great Ae mrican Ins Co (Cas Mk!;)
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INSURER E:
lFort Worth TX 76124 IINSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
GENERAL
LIABILITY
1 000 1 0001
X
COMMERCIAL GENERAL LIABILITY
100,000i
CLAIMS -MADE X OCCUR
CLP 3 592 985
9/30/2014
5,000,
X
CONTRACTUAL
GENERAL AGGREGATE
GEN'L AGGREGATE LIMIT APPLIES PER:
$ 2,000,0001
PRO-
71-POLICY I —XI- jECI__ r LOC
AUTOMOBILE LIABILITY
BODILY INJURY (Per person)
)C ANY AVrO
ALL OWNEU SCHEDULED
P 5 999
9/30/214
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AUTOS I■I AUTOS
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PROP DAMAGE
HIRED AUTOS AUTOS
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000 000
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9/30/2013
/30/2014
ORKERS COMPENSATION
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AND EMPLOYERTLIABILITY YIN
LIMITS ER
E.L..EACH ACCIDENT
$ 1 000 0001
OFFICERIMEMBER EXCLUDED?
(Mandatory In NH)
EA. DISEASE EA EMPLOYEE $ 11000 0 0
If jes, descinbe under
D SCRIPTION OF OPERATIONS below
E.L. DISEASE -POLICY LIMIT $ 1 00-0 0001
DESCRIP71ON OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required)
HMAC SURFACE OVERLAY (2014-2), CITY PROJECT NO. 02226. ALL POLICIES INCLUDE A BLANKET AUTOMATIC WAIVER OFI
SUBROGATION ENDORSEMENT & THE GL, AUTO & UMB POLICIES INCLUDE A BLANKET AUTOMATIC ADDITIONAL INSURED
,iENDORSEMENT PROVIDING ADDITIONAL INSURED & WAIVER OF SUBROGATION STATUS TO THE CERTIFICATE HOLDER ONLY
iWHEN THERE IS A WRITTEN CONTRACT BETWEEN THE NAMED INSURED & THE CERTIFICATE HOLDER THAT REQUIRES SUCH
STATUS. THE GL ADDITIONAL INSURED ENDORSEMENT CONTAINS SPECIAL PRIMARY & NONCONTRIBUTORY WORDING. THE
POLICIES INCLUDE AN ENDORSEMENT PROVIDING 30 DAYS NOTICE OF CANCELLATION (10 FOR NON -PAY OF PREMIUM) TO
LDER.
CERTIFICATE HOLDER
f'AKII'9=1 I AT'InKI
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
CITY FORT WORTH
OF
1000 THROCKMORTON ST
FT X 76102
WORTH, T
AUTHORIZED REPRESENTATIVE
Charles Sweeney/JOYCE
AGORD 25 (2010/05) V I %I1Jt$-ZU1 U AtUKU t-UKt'VKA I IUN. All 119FILb lubtff vrdu.
INS025onimmil m Tho Ar.tlPn nnma nnel le%ne% mra ronictorael mnrkc of Arr)Pn
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CrFY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augug 17,2012
AR
M
M.
Article 1 -..-Definitions andrerminology ....... __ ....... ......... ........................ ............... ..............1
1.01 Defined Terms.,..... ............... ... __ .....,,,,,,....,,.,. ,.....,,....... ___ ... ,...................... ___ ....... J
1.02 Terminology ..................................................................................................................................
Article2 - Preliminary Matters...........................................................................................................................7
2.01
Copies of Documents.,..........- ........ ......... ............. ................. ___ ...
2.02
Commencement of Contract Time; Notice to Proceed................................................................ 7
2.03
Starting e Work,.......................................................................................................................a.
2.04
Before Starting Construction.........................................................................................................
2.05
Preconstruuction Conference,.... ... ................. ......... ................... ................................
2.06
Public Meeting ..............................................................................................................................
2.07
Initial Acceptance of Schedules,.,,,,.,.. ................... ........ .............. . ................. ........................
Article 3 - Contract Documents: Intent, Amending, Reuse.,,,,, ... ............ ............ .................. ..........
3.01 Intent.„ ............................................ ............................... ...m ..,.....,............,........................-
3.02 Reference Standards..........,. „ ................... ........ ___ .............. ,...................... ____ ............9
3.03 Reporting and Resolving Discrepancies-.... ........................................................................9
3.04 Amending and Supplementing Contract Documents.........__, ................. ............................ .1
3.05 ReuseofDocuments...........................................................................N.,,.,....................__.........10
3.06 Electronic Data....,. ............. .................... ........................... .................. ......... ... .......11
Article 4 ...... Availability of Lands; Subsurface and Physical Conditions; I lazardous Environmental
Conditions; Reference Points ...... ....... .,,..,... ....... ___ ............. ,............,.,..,,..,...,,., ......................11
4.01 Availability of Lands .... ........ ........ .............. ........... .,,,..... .,,........ ........................ .......................... 11
4.02 Subsurface and Physical Conditions .... ......... ...... ................. ......«............. ........... ....................... 12
4.03 DitTering Subsurface or Physical Conditions... .............................................................................12
4.04 Underground Facilities...............................................................................................................13
4.05 Reference Points .................... ___ ... ...... _._.......................... ..... ___ ..................... ......... ,......... 1
4.06 Hazardous Environmental Condition at Site...,........ �.......................�.......... .......... ,...14
Article5 - Bonds and lnsurance.....................................................................................................................16
5.01 Licensed Sureties and Insurers...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds- ...... ....... - ........... - ... ____ .......................... 1
5.03 Certificates of Insurance ...... .................... .............................................................. ......... 16
5.04 Contractor's Insurance................................................................................................................1
5.05 Acceptance of Bonds and Insurance; Option to Replace ... ____ ... ........... ............. .................. � 1
Article 6 w.._ Contractor's Responsibilities ........................... ....................................... .............................. ,,..,.....19
6.01 Supervision and Superintendence-- ..........�..,.,. .................................................... ..........19
CTTYOFFORTWORTH
STANDARD CONSTRUCTION SPECIF-CATION 1XXATMENTS
Revision: , W, 2012
1
6.02
Labor; Houo;................................................................................. ~,~.,........... ...........
2O
6.03
Services, Materials, and Equipment ...... _................. ............................................. ..................
2O
6.04
Project Schedule .... ..... .^...... ,,...-_~..'..,_.^~._~_,,,,,,,,,~,,_,,,,,~,,~,,~,,,~,,,,~,,,,~._,,,.~_,~,,,,,,,,.2]
8J05Substitutes
and ............ ~..-.......................................................... ..........................
2l
8.06
Concerning Subcontractors, 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
8.12
Use of Site and Other Areas ........................................................................................................
28
6.13
Record Documents ....... ......... -............... _.~_.............. ............................. .......... ...................
29
0.14
Safety and Protection ................... ......... ,-_~........................ .................................................
29
6.15
Safety Representative .............................. .....................................................................................
3O
6.16
Hazard Communication Programs ...... ......................................................................................
3O
6.17
Emergenciesmmd/or Rectification ................................................................ ................................
3Q
6.10
Submittals ,................................................................ .................... .................... ............................
3l
6.19
Continuing the Work ........ ......................... ........................................ ............................. �~...... ...
32
6.20
Contractor's General and Guarantee ................. ...... ............. ....................................
32
6.21
Indemnification ......... ___ ..... -................... ,..... ................ ................... ...................... .-..........
33
6.22
Delegation nfProfessional Design Services ........ ............... ,....................................................
34
6.23
Right to Audit.-, ................................. ............. .............................................. ..................................
34
6.24
Nondiscrimination ,..,..,,..,.,.................. .......,.............~.................,. ..~.,,.......~...................~35
Article 7-Other Work mt the Site ............................................................................ ......................................... 35
7.01 Related Work mt Site ........... .................... ...................... ~.............. ......... ,................. ................ 35
7.0K2 Coordination ................................................................ .~,-~,~,~~..~.....~.-.~~~ .~.~~-~~.....,.~.36
Article 8-City`s
Responsibilities .............. ........ ................................... ........... ................ .........................
36
8.01
Communications to Contractor ................... ....................................... ................................... ~..36
8.02
Furnish Data ....... -.-................. ........... ,....................... ................................................... ..........
]6
8.03
Pay When Due .......................... ,.............. ~.............................................................. ........~....36
0.04
Lands and Easements; Reports and Tests ................... ........................................... ,......................
38
8.05
Change Orders .................................................................. .-.-..-................ .......... .^....... .-..-,..~.................
36
8})6
Inspections, Tests, and Approvals ......... ................................................. ..................................
36
8.07
Limitations mmChy`m Responsibilities.-. ... ........... ..................................... ,.............................
37
8.08
Undisclosed Hazardous Environmental Condition ........................................................... ..........
37
8.09
Compliance with Safety Program .-.._~..,_-._.~~,....~......~..~..-.._.~.~~,~..~......,.....,37
Article 9-Chty°mObservation Status During Construction .................... ....................................................... 37
9.01 City°m Project Representative................ ,.................... ---,-`~`~----~-~~~,_~~~...~,~..~~~~~37
9.02 Visits to Site ................................... ............................... ........... ......... ................. ..... _.................... 37
9.03 Authorized Variations inWork ....... .......... ..-.......... ................................. ............................... 3M
9.04 Rejecting Defective Work ........ ........................................ .................. ........................................ 38
9]05 Determinations for Work Performed ... ........................................................................................ 38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38
CrIYOFFORTwORr
STANDARD CONSTRUCTION SPECIFCmIONoOCUMENTS
Article 10-Changes in the Work; Claims; Extra Work .~~-_._~..~...-~~......... ._.~~,~~._~_,~,~,,,......
38
�
10.01 Authorized Changes in the Wonk-._............... ........... ....~-_^.,~,_,,,...... ,,_,,_,~,~,,,,,,~~...... -38
10.02 Unauthorized Changes in the Work .... ~..-,.~~--,.~..^.~^.,~~.~^~_~-^~,,~~,,.................... ~,~_,_,,~39
10.03 Execution of Change Orders.'~_~ ....... '...... ~.~...^,~..'._.~.-.--~......... ....... -....... .....
�
I0.04 Extra Work_ ..... .~........ ,~....... .......... ~~__~,,~_~,__~,_,,_~.~~~~~...... ~.............. ~~....
39
I0.05 Notification to Surety ...... .-......~._,.......~.,.._..-...~-..-....... ..^~...~~,~.,...~.,,~,',^_,~_,_,,~_....
39
18.06 Contract Claims Process ............ ....~_....~....._...~.............. ~._~~..~~.~.~.......... ,__................
4U
�
Article I -Cost ofthe Work; Allowances; Unit Price Work; Plans Quantity Measurement, ........... .........
4l
11.01 Cost of the Work ..... ~~........... ___ ...... ~.~__.._.__-..~~.~~~....... -..,.~,~,~............... ~~-.4l
�
11.02 Ajlowanceg....... ___ ....... ___ ............ .-_~^.~_~_~.......... ~~_.,^,~,~,'_~,~,_°,,,,,^~'-,,'^_^~,^.43
11.03 Unit Price Work ... ..... ................. ~__.~~..~~~__.._._~.~......... ....._~-.~...44
11.04 Plans Quantity MeaSucenzent._....... ____ ........... .~................. .._.~............. .^..^.~.~........ ...........
45
�
Article l2- Change of Contract Price; Change of Contract Time..... ......... ..... ~...~~~._,,~~~....................
46
12.0I Change of Contract Prics.._......... .......................... ...~.._...... __...~~........... ....... .^~~,..,~.....
46
�
12.02 Change of Contract Time._-~..~.._....~~..~.. .................... ..~..,~............. ___ ............................
47
�
12.03 [}elays_._~........... ._~~~........ ~~~~.~~~_~.~~~-............ ..~.~~.~........... ..........................
47
Article l3-Tests and s; Correction, Removal or Acceptance ofDefective Work ...... ............ ^....
48
�
13J01Notice of Defects ....... ........ ..,....... ____ ....... ._-.,...... .......... ....... .-.~........... ___ ............... _.4O
13.02 Access toWork ....... ~....... ...... .............. ..._-._.,......~^~..................... ....... ,..................... -.......
40
13.03 Tests and Inspections....... ____ ....... ........... ~~~^_........................ ..................... ___ ...... ~.-~48
�
13.04 Uncovering Work. ... _~...... ..,~~_.,~............. ,......................... ................... _~....... ....... ._.49
13]05 City May Stop the Work.._~.._-_~.,~--_-.~ .-~.~~...~-..,._-..~._. _~°,~~...__.,~_4g
13.06 Correction or Removal of Defective Work ...... .-.-...... ................................... ................ ......
50
�
13.07 Correction Period ....... .~...... ........ .................. ~~~~.-~.~.~._~~~~.~..~_...... ^_~.......... ____ ..... 50
13.08 Acceptance of Defective Work- ............... ~......... .~_...... ............. .~~.................. .........
5l
13]09 City May Correct Defective Work .... .~._..-.......................... ...... .................. ~.._._........ _.....
5l
�
Articlel4-Payments to Contractor and CornmetiQn............... ~_.-~^-................. ....... ........................ .......
52
14.01Scbsdm}e of Values-_...... .................. .......... .._...~-_.,..~.^.............. .............. __,52
�
14l2Progress Payments-- ....... ____ .................... .-.,~.~.__.,~..~-~...,-~~._~,_~~,~,,~~~,_52
14.03 Contractor's Warranty of Title- .......... .,............. ........................ ___ .............. ..^.,.^-_.~~,_,_~~,54
14.04partial ............ ___ ............ .............. ....~~......... ...... ...... ,__~~-..
��
�
�
14.05 Final Inspection ... .-~............. _~............ -........... ................ .~-._._~.~._.~..._..~~.._...55
14.06 Final Acceptance .... ....... _~............ ~.~...... ~~_~~.~~.............. ,~....... _,~~~~,,,~_~_55
14.07 Final Payment. ................ .......................... .......... .............. ~_,~...... ........ ~_~_~~~~~_.........
56
-�
14J08 Final Completion Delayed and Partial Retainage Release ...... _,~'~......................................
56
~
14.09 Waiver ofClaims ........ ................. ................ ........ ..................... ,,,,,~_,_,,~,,,~__,,,^,.~,,.,,_.~._5
7
Article l5- Suspension of Work and Termination .~............. ......... ............................... ~,..,,~~____,_^,~57
n
15.01 City May Suspend Work ...... ................................................. ~.__~,~~~,'~.... ___ ^,~.~,~~,,~.57
15.02 City MavTermninate for Cau0e...................................... -~^~.--_^~-~~`~~`-`-`--~^^^~`~'58
15J03 City May Terminate For Comvenience_...... ~--._.._~....,,,,,.~_.,,.~~,~,............ ,.,.,,,,,,'._,,,,60
�
Article 16- DisputeResolution ................ ..................... ......... ....... ................... .................. ................. ~.......
6l
16]31 Methods and Procedures- ......... ...~.._...-............ ............ ........ ^...... ~........... ............ ..-_..~.....6l
�
CITY OF FORT WORTH
sTmmn4nD CONSTRUCTION mpBCIFCAnOmucCUmaEwTS
Article17— .................... ........ ......................................................... ..................................... 02
17.01 Giving Notice ...................... -.,,-............................................................ ............ .~..................... 62
17])2 Computation ofTimes ................ ........... ....... .............. ......................................... .~~~~.-.,~,62
� 17.03 Cumulative Remedies .................... -........................................................................ .,................ 62
17J04 Survival of Obligations .... ~................................................................................... ..~..~~~~~..63
r17J05 Headings ~~~..~~.............. ......... .................... ~~~~~...~-~~~,-.'~~~~..~~~~-~~~.~.~~~ ~~~'......... ~63
CrrYmF FORT WORTH
STANDARD CONSTRUCTION mPECIFCAuomDOCUMENTS
0072 00-11
Genera! Conditions
Page 1 of 63
ARTICLE 1 — DEFINITIONS
1.01 Defined Terms
i'ERMINOLOGY
A. Wherever used in these General Conditions or in other Contract Documents, the te s listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said te s are
generally capitalized or written in italics, but not always. en used in a context consistent with
the definition of a listed -defined te , the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, te s with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or firms,
1, Addenda -....Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement —The written instrument which is evidence of the agreement between City and
Contractor covering the ork,
3„-Ipplication for Payment —The fo acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fi • -rs into the air above current action levels established by the United
States Occupational Safety and Health Adininistration.
5. Award - Authorization by the City Council for the City to enter into an Agreement.
6. Bid ---The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder— e individual or entity who submits a Bid directly to City.
8. Bidding Documents-- e Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable fo , if any, and the Bid Fo with . y supplements.
10. Business Day A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
I 1. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day— A day consisting of 24 hours measured from midnight to the next midnight.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC1FCATION DOCUMENTS
Reviskin:: 17, 2012
10,11R.!
007200-
GenerM Conditiorm
Page 2 of 63
13. Change Order A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition. deletion, or revision in the Work or an
E
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City_ The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorney - The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative,
16. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager -- The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative,
18. Contract Claim- . -A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract 'Fiore, 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 or. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents --Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents,
21, Contract Price ---The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time— -The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance,
23. Contractor --The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work- .See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECH'CATION DOCUMENTS
Revision: August 17,2012
007200 1
General Conditions
Page 3 of 63
25. Damage Claims - A. demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim. VMh
1 11 F ii i I M V I; "MIM511
27. Director of Aviation ...- The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Community Services - The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Development - - The o,fficially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents,
30. Director of Tranvportation Public Works - The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
3 1. Director 9f Water Department The officially appointed Director of the Water Departme
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. i
32. Drawings -....-That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
33. —�#�ctive Date of the Agreement . ...... The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer --The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Wor�rk made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
37. Final Acceptance --, The written notice given by the City to the Contractor that the Worti
specified in the Contract Documents has been completed to the satisfaction of the City,
CaT OF FORTWOR'M
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: ALos 17,2012
y.
007200-1
General Conditions
Page 4 of 63
38. Final Inspection Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous
possesses one or more hazardous characteristics as defined in the federal waste regulatio
as amended from time to time.
42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes,
PIP and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens --Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
OIRFMR1t
W
I FM1i
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 intermediati
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award —The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
U.'a, M, auz�(��
49. Petroleum --Petroleum, including crude oil or any fraction thereof which is liquid at stand
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per squ
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, arif
oil mixed with other non -Hazardous Waste and crude oils.
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all!
51. Pr(yect Schedule ---A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the or within the Contract "rime.
52. Project —The Work to be performed under the Contract Documents.
53. Project Representative --The authorized representative of the City who will be assigned to
the Site.
54. Public Meeting An announced meeting conducted by the City to �facilitate public
participation and to assist the public in gaining an informed view of the Project.
55. Radioactive Alateriat.—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular Working I-Iours Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. Samples —Physical examples of materials, equipment, or workmanship that ari
representative of some portion of the Work and which establish the standards by which such
portion of the Work will bejudged,
58. Schedule 9f Submittals --A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site —Lands or areas indicated in the Contract Documents as being furnished by City up
which the Work is to be performed, including rights -of -way, permits, and easements
access thereto, and such other lands furnished by City which are designated for the use
Contractor, I
61. Specyications--211at part of the Contract Documents consisting of —written requireme-n-ts-To—r
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project.
62. Subcontractor ----An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
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If
63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions —That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
I III lippillpi 11 111�111 111
Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, 70. Weekend Working Hours
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.
holidays authorized by the City for contract purposes, in which weather or other conditio
not under the control of the Contractor will permit the performance of the principal unit
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
xwn���
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives as suitable," "acceptable," proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional Judgment, action, or determination
will be solely to evaluate, in general, the or 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).
I The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a, does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
21�rr . =01,1111111111 ffiffiff=0191 I=
D. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless speccally limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-kno
technical or construction industry or trade meaning are used in the Contract Documents
accordance with such recognized meaning. I
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies ofDocuments
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of
Contract Documents, and four (4) additional copies of the Drawings, Additional copies will
furnished upon request at the cost of reproduction.
2.02 Commencement oJ'Contract Time,, .Notice , to Proc( ,ed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Elfective Date of the Agreement.
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2.03 Starting the Work
g0firIMIKU TWUNNUMSIMIN IUMMAJ HI MOMIRBOWK41
UNI=
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
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 Contract-"
attending the Public Meeting as scheduled by the City. I
2.07 Initial Acceptance of Schedules
ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
A. The Contract Documents are coin plernentary; 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 f-Unctionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents, Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and 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 ®r style in
making Contract Claims,
E. The cross referencing of specification sections under the subparagraph heading "Relat
Sections include but are not necessarily limited to:" and elsewhere within each Specificati
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely
the cross referencing I
provided and shall be responsible to coordinate the entire Work under t
Contract Documents and provide a complete Project whether or not the cross referencing
provided in each section or whether or not the cross �referencing is complete.
3.02 Reference,51andards
A. Standards, Specifications, Codes, I.,aws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, wbether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2, No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents,
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
1. Contractor's Review of Contract Documents Bqfore Starting Work- Before undertaking each
part of the Work, 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 whicli Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractors Review oJ" Contract Doewnents During Performance of Work: If, during the
performance of the Work, Contractor discovers any contlic� 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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Ir
1
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.
1111111 1111111 MIMI.! M11'' DMIRIMBIAIR-14W M'''MANUU21 '&AIUMM01
Be Resolving Discrepancies:
Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specificat�ion, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents),
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govem over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal .
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
2. City's review of a Submittal (subjeetto the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse qfDocuments
A. Contractor and any Subcontractor or Supplier shall not:
rp'u
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents or copies of any thereoo prepared by or hearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions (a
the Project or any other prq�ject without written consent of City and specific writt
verification or adaptation by Engineer. I
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B. Tle prohibitions of this Paragraph 3.05 will survive final payment, or tennination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media form. at, the transferring party makes no
representations as to long ten-n compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
pen-nanent structures or permanent changes in existing facilities,
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 forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements,
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is d anticipatein accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall ffirnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed,
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2111% C. Contractor shall provide for all additional lands and access thereto that may be required for
IF construction facilities or storage of materials and equipment.
r,
Ili M I I N 19 1 R I I I: P 1 119 1 11 ! I I I I FM Ili I
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorize& Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
-drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
01 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
I
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown
indicated in such drawings; or I
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
A. Notice.- If Contractor believes that any subsurface or physical condition that is uncovered or
revealeAteith- -
L 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
ffjff,7nT- I 111, .1 1 1
.Mqililinli ImIlliIIIIII111111-111 I !I'
4, is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly, after becoming aware thereof and before further disturbing the
subsurfhce or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A.), notify City in writing about such condition,
HM�Mm= M910,111" M-
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a resub
of the examination of the Contract Documents or the Site; or
A. Shown or Itulicale& Die information and data shown or indicated in the Contract Docume
with respect to existing Underground Facilities at or contiguous to the Site is based
information and data furnished to City or Engineer by the owners of such UndergTo
Facilities, including City, or by others, Unless it is otherwise expressly provided in
Supplementary Conditions: I
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
ae reviewing and checking all such inf-brination and data;
bm locating all Underground Facilities shown or indicated in the Contract Documents;
ca coordination and adjustment of the or with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
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 indica�ted, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph
identify the owner of such Underground Facility and give notice to that owner and to Citi
City will review the discovered Underground Facility and determine the extent, if any,
which a change may be required in the Contract Documents to reflect and document
consequences of the existence or location of the Underground Facility. Contractor shall
responsible for the safety and protection of such discovered Underground Facility. I
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 explorator!j
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or 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.
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conons that have been identified at the
Site.
11. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon d7e
accuracy of the "technical data" contained in such reports and drawings, but such reports a
Ira
wings are not Contract Documents. Such "technical data" is identifid in the Suppl
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or 001
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn -from any "technical data" or any such
other data, interpretations, opinions or information,
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible,
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone f whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor sh
immediately: (i) secure or otherwise isolate such condition; (ii) stop a
dition ll Work in connection wi
I
such conand in any area affected thereby (except in an emergency as required
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writiln
City may consider the necessity to retain a qualified expert to evaluate such condition or
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on
reasonable belief it is unsafe, or does not agree to resume such Work under such speci
conditions, then City may order the portion of the Work that is in the area affected by su
condition to be deleted from the Work. City may have such deleted portion of the Wo
performed by City's own forces or others. 11
G To the fullest extent permitted by Laws and Regulations, Contractor shall indemn6 and hold
harmless Cioi, from and against all claims, costs, losses, and dan�ia, es (inc uding but t limited
g I no
to allfees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or bY anyone for whom Contractor is
responsible, Nothing in this Paragraph 4,06G shall obligate Contractor to indeninify any
individual or entity.from and against the consequences of that individual's or enfitys own
negligence,
H. T'he 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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f OP,
ARTICLE 5 — BONDS AND INSURANCE
5.01 L icensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
S-mqk surety ?,zvO�suraAce c6mp,?.nies s�igll also aieet such 04,itioiial revuirements �Kualificativrts
as may be provided in the Supplementary Conditions.
a
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Governme
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price
security for the faithful performance and payment of all of Contractor's obligations under t
Contract Documents. I
B. Contractor shall ffirmsh maintenance bonds in an amount equal. to the Contract Price as securi
to protect the City against any defects in any portion of the Work described in the Contr,
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Fin
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney- i n- fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any and furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02,C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain,
1. The certificate of insurance shall document the City, Ls" all idened enes named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State cH
Texas. Except for workers' compensation, all insurers must have a minimum rating of A
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financi
strength and solvency to the satisfaction of Risk Management, If the rating is below th-1
required, written approval of City is required. I
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure: of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
insurance policies are not written for specified coverage limits, an UtTibrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
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 the a event d a Contract hs been bior 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 risk
retention groups, must also be approved by City,
11. Any deductible in excess of $5,000,00, for any policy that does not provide coverage on a
first�-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable ad ' justments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
K, and endorsements thereto and may make any reasonable requests for deletion or revision or
F11 modifications of particular policy terms, conditions, limitations, or exclusions necessary to
Or conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies,
14, City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5N Cono-actor's Insurance
A. Workers Compen.vation and Finployenv' Liabilily, Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate forte Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1a claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees,
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: prernises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy, This insurance shall apply as primary insurance with respect to any other
CITY OF FORT WORTH -C 'UNIENTS
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insurance or self-insurance programs afforded to the City.. The Commercial General Liability
policy, shall have no exclusions by endorsements that would after of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability, A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any ofthem to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability, If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section,
in
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Work, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
S
6.01 Supervision andYuperintendetwe
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoti
such attention thereto and applying such skills and expertise as may be necessary to perform
Work in accordance with the Contract Documents. Contractor shall be solely responsible for
means, methods, techniques, sequences, and procedures of construction. tit
CH'Y OF FORT WORTH
STANDARD CONSTRucTION SPECT-CATION DOCUMENTS
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Vi
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall not the City 24 hours prior to moving areas during the sequence of
construction.
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
3, for legal holidays request must be made by noon two Business Days prior to the legal
holiday®
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at t1i
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.
and the General Requirements as it may be adjusted from time to time as provided below. I
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 resull
in changing the Contract Time. Such aqjustments 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 accordance with the schedule specification 0132 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall bs
submitted in accordance with the requirements of Article 12. Adjustments in Contract Tim�i
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 Documen"
by using the name of a proprietary item or the name of a particular Supplier, the specification
description is intended to establish the type, function, appearance, and quality required. Unle
the specification or description contains or is f.b1lowed by words reading that no like, equivale
or "or -equal" item or no substitution is permitted, other items of material or equipment of ot
Suppliers may be submitted to City for review under the circumstances described below. I
1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.05.AJ, a proposed item of
material or equipment will be considered functionally equal to an item so named if
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the its named in the
Contract Documents.
MMfifflaw" =I
VIP a. If in City's sole discretion an item of material or equipment proposed by Contractor does
F11 not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a
I 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
M items of material or equipment will not be accepted by City from anyone other than
11
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 0 125 00 and:
illillill 111 i I IT I IR 11 ii III, i I! I RIM 111111 TT , ff 0041,1130111M
MEM I T 11
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
MEMMM
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 its in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute it in connection with
the or is subject to payment of any license fee or royalty; and
IMMMIMM
III III lililillill 111I I III HII IIII 111
� I III I i III 111 11111,
q1I 11�1111 111!1111 q��Ipq iq��Iiiqii � I I� III 11�111 pligIl 11113 Ip
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. 5ubs1itute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents, Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.05.A.2,
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require
Contractor to furnish additional data about the proposed substitute, City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and an)4)ne directly or indirectly employed by them from and
against any and all claimy, dainages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed
submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not Ci
approves a substitute so proposed or submitted by Contractor, Contractor may be required
reimburse City for evaluating each such proposed substitute, Contractor may also be required
reimburse City for the charges for making changes in the Contract Documents (or in
provisions of any other direct contract with City) resulting from the acceptance of each propos
substitute. I
F. Contractors Expense: Contractor shall provide all data in support of any proposed substitute or
44or-equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order,
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall, upon request by the City, provide complete and accurate 'information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, 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 MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
I tvcuments:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity "t
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing a
of the Work shall communicate with City through Contractor. I
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to
appropriate agreement between Contractor and the Subcontractor or Supplier which specifical
'I]
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contra,
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevading Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penaltyfor Violation, A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City,, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant torexas Government Code 2258,023.,
C. Comj)laints of Violations and City Determination of Good Cause. On receipt of informatio
including a complaint by a worker, concerning an alleged violation of 2258.023, Tex
Government Code, by a Contractor or Subcontractor, the City shall make an initi
determination, before the 3 1 st day after the date the City receives the information, as to wheth
good cause exists to believe that the violation occurred. The City shall notify in writing
hi
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City
determination that there is good cause to believe the Contractor or Subcontractor has violat
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as
difference between wages paid and wages due under the prevailing wage rates, such amoun
being subtracted from successive progress payments pending a final deten-nination of
violation,
MY OF FORT WORTH
STANDARD CONSTRUCTION SPECIrCATION MA)MENTS nod
Revision: Au@m* 17,2012
1
D. Arbitration Required if Violation Not Resolved, An issue relating to an alleged violation of
Section 2258,023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above, If the persons required to
arbitrate under this section do not agree on an arbitrator before the I It day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction oft e or provided
for in this Contract; and (ii) the actual per them wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection,
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance,. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6A Patent Fees and loyalties
A. Contractor shall pay all license fees and royalties and assume all costs incident tote 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 1.7ermitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges ofengineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the pet formance of the Work or resulting from
MY OF FORT WORTn
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses, Convactor shall obtain and pay for all constructi
permits and licenses except those provided for in the Supplementary Conditions or Contra ,]a
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licens
Contractor shall pay all governmental charges and inspection fees necessary for the prosecuti
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.
City shall pay all charges of utility owners for connections for providing permanent service to t
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor
responsibility to carry out the provisions of the permit. If the Contractor initiates changes
Contract and the City approves the changes, the Contractor is responsible for obtaini
clearances and coordinating with the appropriate regulatory agency. The City will not reimbur
the Contractor for any cost associated with these requirements of any City acquired permit.
following are permits the City will obtain if required:
L Texas Department ofTransportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of andlor access to permits
and licenses. Any outstanding pennits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses,
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the perfon-nance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
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court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151,301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
1. Comptroller of public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2m htW://www.window,state.tx,us/taxinfo/t`axibi-ms/93-foiins.litmi
A. Limitation on Use ofSite and Other Areas.-
. . . . . . 7JTMma" TV
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment, Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the Judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
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Should any Damage Claim be made by any such owner or occupant because of the
perfon-nance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 621, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the WON,
Contractor shall keep the Site and other areas free from accumulations of waste material
rubbish, and other debris. Removal and disposal of' such waste materials, rubbish, and oth I
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
fails to correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site a
the Work and make it ready for utilization by City or adjacent property owner. At the completi
I
of the Work Contractor shall remove from the Site all tools, appliances, construction equipme
and machinery, and surplus materials and shall restore to original condition or better all prope
disturbed by the Work,
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be lo;d
in any manner that will endanger the structure, nor shall Contractor subject any part of the 01
or adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Chan
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
show changes made during construction. These record, documents together with all approv
Samples and a counterpart of all accepted Submittals will be available to City for referen,
Upon completion of the Work, these record documents, any operation and maintenance manua
and Submittals will be delivered to City prior to Final Inspection. Contractor shall inclu
accurate locations for buried and imbedded items. I
6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all sa el
f
precautions and programs in connection with the Work. Such responsibility does not relie
Subcontractors of their responsibility for the safety of persons or property in the performance
I
their work, nor for compliance with applicable safety Laws and Regulations. Contractor sha
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or arty
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.
J 11 � 11 1'i 1 11 1
imr Fililill 1,11 i - NOW
IMORHULlon rMILMI Lo oe male 3TRIM10 tT,FrTXMl7LT6c1 Oct,14
employers in accordance with Laws or Regulations.
A. In emergencies affecting the safety or protection of persons or the Work or property at the
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or lo
Contractor shall give City prompt written notice if Contractor believes that any significl
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof If City deten-nines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. 'Me City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
A. Contractor shall submit required Submittals to City for review and acceptance in accordan
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will
identified as City may require. I
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 th*
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 conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications,
5. For-Infortnation-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents,
1111011 EMMM=
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0
r
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.
3§3f'f �,
I . City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
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.
ITRIply III 'gin
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
I . observations by City;
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage
other work or property resulting therefrom which shall appear within a period of two (2) ye
from the date of Final Acceptance of the Work unless a longer period is specified and sh
I
furnish a good and sufficient maintenance bond, complying with the requirements of Articl
11
5.02.13. The City will give notice of observed defects with reasonable promptness. I
6.21 Indemnification
, V-41 AM
IM-) MUM
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 or and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. 3MN 2MEDj�M!LAjjQN PRQ31SIM IS
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1111 NEECILICALLY. IMMAII 10 Q111 MIL AND flE, EFEECTIYE EYEN JE IT 15
ALLEGED QR PRO EN 7711AT ALL ORSQME, QF THE DAMAGEN BEING SOUGHT
MIM !LAU E,12. IN )YUOLE OR IN PART N QR
BY AM A!Lj.....QhU&jQ
NEGLIGENCE OF -n-1 ECITY.
6.22 Delegation ofPrqj�,ssional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the or or unless such
services are required toearry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such prol'essional. 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,
i
certifications or approvals perfi)rmed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Righttry Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this ontract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and -further, that City shall have access during Regular Working Hours to all
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aiYy
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by t
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the ral
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Tran sportation Programs and implementing trans
related projects, which are funded in part with Federal financial assistance awarded by the U.
Department of Transportation and the Federal Transit Administration (FTA), witho
discriminating against any person in the United States on the basis of race, color, or nation
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
UTIM Me V I,, I M1 I V
A. City may perform other work related to the Project at the Site with City's employees, or oth
City contractors, or through other direct contracts therefor, or have other work performed
utility owners. If such other work is not noted in the Contract Documents, then written noti
thereof will be given to Contractor prior to starting any such other work; and I
B. Contractor shall afford each or er contractor w o s a party to such a irect contract, each utility
owner, and City, if City is perfbnning other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work.. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
CIf the proper execution or results of any part of Contractor's Work depends upon work perform
by others under this Article 7, Contractor shall inspect such other work and promptly report
City in writing any delays, defects, or deficiencies in such other work that render it unavailab
3
or unsuitable for the proper execution and results of Contractor's Work, Contractor's failure to
report will constitute an acceptance of such other work as fit and proper for integration wi
Contractor's Work except for latent defects in the work provided by others. il
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1, the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2, the specific matters to be covered by such authority and responsibility will be itemized; and
3a the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents,
8.03 Pay 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 relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03,
MEN=
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13,03.
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MEMMMM
A. The City shall not supervise, direct, or have control or authority over, nor be responsible f
Contractor's means, methods, techniques, sequences, or procedures of construction, f or
precautions and programs incident thereto, or for any failure of Contractor to comply with Laf]
and Regulations applicable to the performance of the Work. City will not be responsible
Contractor's failure to perform the Work in accordance: with the Contract Documents.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph ®m
8.09 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicabiv
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
9.01 Qy's Project Representative
City will provide one or more Project Representative(s) during the construction period. The dutiJ"
and responsibilities and the limitations of authority of City's representative during construction a
set forth in the Contract Documents. The Project Representative(s) will be as provided in
Supplementary Conditions. I
9.02 Visits to Site
A. City's Project Representative will make visits to the Site at intervals appropriate to the vario
stages of construction as City deerns necessary in order to observe the proe
gress that has b
made and the quality of the various aspects of Contractor's executed Work. Based
infon-nation obtained during such visits and observations, City's Project Representative w
determine, in general, if the Work is proceeding in accordance with the Contract Documen
City's Project Representative will not be required to make exhaustive or continuous inspectio
on the Site to check the quality or quantity of the Work. City's Project Representative's effo
will be directed toward providing City a greater degree of confidence that the completed Wo
will conform generally to the Contract Documents. I
T. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Preject as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Re Jecling De J&ctive Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a cornpleted Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated byte Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determinationsfor Work Performed
Contractor will determine the actual quantities and classifications of or performed, City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rK rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data),
9.06 Decisions on Requirements of Contract Documents andAcceplability 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 refirred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
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 or involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra or shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City,
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the ContraO
4
Time with respect to any work performed that is not required by the Contract Documents
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of El
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering,
1. changes in the Work which are: (I) ordered by City pursuant to Paragraph 10.01A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually perfon-ned.
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 work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
N1 B. The Contractor shall furnish the City such installation records of all deviations from the origin
Contract Documents as may be necessary to enable the City to prepare for permanent record
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to th@
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notijication to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting
general scope of the Work or the provisions of the Contract Documents (including, but not limi
to, Contract Price or Contract Time), the giving of any such notice will be ContraIctor,
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect
effect of any such change.
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10.06 Contract CIciinis Process
A. City's Decision Required, All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto, The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent ofthe Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event,
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
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;
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.
CffY OF FORT WORTH
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q")
D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
X
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if n
submitted in accordance with this Paragraph 10.0,. 1
ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost ofthe Work
A. Costs Include& The term Cost of the Work means the sum ofall costs, except those excluded
Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed
Contractor will be only those additional or incremental costs required because of the change
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and s
include: but not be limited to the following items:
I Payroll costs for employees in the direct employ of p Contractor in the erformance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
am salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto,
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements, The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.0 1.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
tote or.
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 byte workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor,
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations,
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain. Nwg
''III ii, 11111111111 1',' 111 1' IN IIII IIIIIIIIIII 111111in 11 illnl
I . Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.0 I.A. I or specifically covered by Paragraph 11.0 I.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest 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 detective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property,
5. Other overhead or general expense costs of any kind.
C. Conlractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's ®R
shall be determined as set forth in the Agreement. When the value of any Work covered by
Change Order for an adjustment in Contract Price is determined on the basis of Cost of t
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation., Whenever the Cost of the Work for any purpose is to be determined pursuant
Paragraphs I LOLA and 11.01.13, Contractor will establish and maintain records thereof
accordance with generally accepted accounting practices and submit in a form acceptable to Ci
an itemized cost breakdown together with supporting data. I
11.02 Allowances
A. Specified Allowance: It. is understood that Contractor has included in the Contract Price
allowances so named in the Contract Documents anshall cause the Work so covered to
pe:rfon-ned for such sums and by such persons or entities as may be acceptable to City. I
d
MENRIMPAWMEM
1. Contractor agrees that:
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711
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 forte pre -bid allowances have been included ill
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allovvance,- 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 UnitPrice Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement,
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9,05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price,
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if
1. the quantity of any item of Unit Price Work performed by Contractor diffbrs 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. Mcreased or Decreased Quantities: The City reserves the right to order Extra or in
accordance with Paragraph 10.01
1. If the changes in quantities or the alterations do not significantly change the character of
ifiu work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
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 work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price,
11.04 ' Plans Quantity M�asurement
A. Plans quantities may or may not represent the exact quantity of work performed or materi"I
moved, handled, or placed during the execution of the Contract. The estimated bid quantities a
designated as final payment quantities, unless revised by the governing Section or this Article. I
B. If the quantity measured as outlined under 'Trice and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a 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 or non -site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
I. 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 Document"
by a mutually agreed lump sum or unit price (which may include an allowance for overhe
and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the co
r
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Wo
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 12.01.13.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.Q.
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
am=
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, th*
Contractor's additional fee shall be 15 percent except for:
b. for costs incurred under Paragraph I 1.0l.A.4 and I 1.0l.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 12.0l.C.2.a and
12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever
CITY OF FORT WORTH
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs I 1.0l.A.6, and
11.01.13;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such no
decrease.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
A. Where Contractor is reasonably delayed in the performance or completion of any part of
Work within the Contract Time due to delay beyond the control of Contractor, the Contract T i
i n
a
'd]
may be extended in an amount equal to the time lost due to such delay if a Contract Claim
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, a
or neglect by City, acts or neglect of utility owners or other contractors performing other work
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of G
Such an adjustment shall be Contractor"s sole and exclusive remedy for the delays describe
this Paragraph.
V,. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project,
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for le'a
within the control of Contractor, Delays attributable to and within the control of a Subcontract]
or Supplier shall be deemed to be delays within the control of Contractor.
D. ne Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective or of which City has actual knowledge will be given to Contractor.
Defective or may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
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 or (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions,
Co 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 forte 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.
L City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly tothe
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
Rig
0. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City,
must, if requested by City, be uncovered for City's observation and replaced at Contractorl
MullM
B. If City considers it necessary or advisable that covered Work be observed by City or inspected
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise makI
e availab
for observation, inspection, or testing as City may require, that portion of the Work in uestio
furnishing all necessary labor, material, and equipment.
q
1 If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective 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 'rime, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
®5 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materia
or equipment, or fails to perform the Work in such a way that the completed Work will conform
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, u
the cause for such order has been eliminated; however, this right of City to stop the Work shall n
an,
give rise to any duty on the part of City to exercise this fight for the benefit of Contractor, I
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others),
Failure to require the removal of any defbctive Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the 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:
L repair such defective land or areas; or
24 correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
or corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents. I
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required, Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, orl
waiver of, the provisions of any applicable statute of limitation or repose.
If, instead of requiring correction or removal and replacement of defective Work, City prefers
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including b
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and
court or other dispute resolution costs) attributable to City's evaluation of and determination
accept such defective Work and for the diminished value of the Work to the extent not otherwi
issued incorporating the necessary revisions in the Contract Documents with respect to the Wor 7,nd City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminish]
value of Work so accepted.
13.09 City .May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and rcplace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proce
expeditiously. In connection with such corrective or remedial action, City may exclu
`e
'u
Contractor from all or part of the Site, take possession of all or part of the Work and sus 'e::
Contractor's services related thereto, and incorporate in the Work l
all materials and equipme
incorporated in the Work, stored at the Site or for which City has paid Contractor but which d
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
CITY OF FORT WORTH
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect tote Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
0. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
KUAA��� AM 1 !1[1 �-, 111i'll !]
MUM
14.01 Ychedule 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
units completed.
14.02 Progress Payments
A. Applicationsfor Pcqrnents:
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 progrem
payment, Contractor shall submit to City for review an Application for Payment filled o
and signed by Contractor covering the Work completed as of the date of the Application a
accompanied by such supporting documentation as is required by the Contract Documents. I
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 Citya
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
F Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment,
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
b. the quality, of the Work is generally in accordance with the Contract Documents (subjed,
to an evaluation of the Work as a prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work perforined under Paragraph 9,05,
and any other qualifications stated in the recommendation),
"NufflimA I I 1 11 1 1 1 P . . I
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responslities specifically
assigned to City in the Contract Documents; or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole ,a part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
® City has been required to correct defective or or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
�It =1 �
1, For contracts less than $400,000 at the time of execution, retains shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retains ge shafl be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after tKi
time specified in the Contract Documents, the sum per day specified in the Agreement, will b(i
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
; 11111111 1111!11111 11
11, P 1, 111 11 lllim�"
z. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of=
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not will pass to City no later than
the time of payment free and clear of all Liens.
CRY OF FORT WORTH
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1
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A. Prior to Final Acceptance of all the Work., City may use or occupy any substantially complet
part of the Work which has specifically been identified in the Contract Documents, or whi
City, determines constitutes a separately functioning and usable part of the Work that can
used by City for its intended purpose without significant interference with Contractor
performance of the remainder of the Work. City at any time may notify Contractor in writing
pen -nit City to use or occupy any such part of the Work which City determines to be ready for
intended use, subject to the following conditions: I
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05,A.1, City an"
Contractor shall make an inspection of that part of the Work to detennine its status
completion, If City does not consider that part of the Work to be substantially, complete, Ci
will notify Contractor in writing giving the reasons therefor, I
14.05 Final Impection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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1 City will notify Contractor in writing of all particulars in which this inspection reveals thm,
the Work is incomplete or defective. Contractor shall immediately take such measures as arii
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the Ci
and the date of Final Inspection. Should the City determine that the Work is not ready for Fin
Inspection, City will notily the Contractor in writing of the reasons and Contract Time wi
resume. I
Upon completion by Contractor to City's satisfaction, of any additional ®r identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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ly
14.07 Final Payment
A. Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents,
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a, all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b, consent of the surety, if any, to final payment;
co a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
dm affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
Work.
B. Payment Becomes Due.-
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable,
2. After all Damage Claims have been resolved:
am directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution,
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECTF-CATION DOCUMENTS
Revision: Augua V7, 2012
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00 72 00 - I
General Conditions 4
Page 57 of 63
portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and perfortnance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be comple-ted and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract,
A. At any time and without cause, City may suspend the Work or any portion thereof by writt
notice to Contractor and which may fix the date on which Work will be resumed. Contract
I
shall resume the Work on the date so fixed. During temporary suspension of the Work cover]
I
by pa these Contract Documents, for any reason, the City will make no extra yment for stand -
time of construction equipment and/or construction crews.
[M. 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
T'ime, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor sh
store all materials in such a manner that they will not obstruct or impede the public unnecessarfl
I
nor become damaged in any way, and he shall take every precaution to prevent damage
deterioration of the work perfarmed; he shall provide suitable drainage about the work, and ere
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning
necessary equipment to the job when it is determined by the City that construction may
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment
moved to another construction project for the City. I
MY OF FORT WORTH
STANDARD CONSTRUC110N SPECTFCATION DOCO. MENTS
Revision: Augpa 17, 2012
ij
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007200.. 11
GenerM Condkions
Page 58 of'63
P
15.02 City May Terininatefir Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, mayjustify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
tote City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.13);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perforin the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated totake over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
MY OF FORT WORTH
STANDARD CONSTRUCTION SPEC IFCATION DOCUMENTs
11111 , po RevWon: Aug= 17,2012
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00 72 00- 1
Geneml Condkions tU
Page 59 of 63
obligations, then City, without process or action at, law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
farther payment until the Work anis finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses d damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor, If such claims, costs,
Iggggs ?Z, I I p,?, y th-o%Jiffarmu---�O, Cj&y-
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Work performed,
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which 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 right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.13, Contractor's services 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.
01 U-11 11143 #KOlfi PY, VA ULM #1 WUt
and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF FORT WOR`rH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
ftvisioirr ALgul 17, 2012
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007200-1
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Page 60 of 63
RM 15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any of right or remedy of City, terminate th,�
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Work 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.
11.1% After receipt of a notice of termination, and except as otherwise directed by the City, to,
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2e place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the or 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 termination;
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 part 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 completed, 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
termination; and i
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 time 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 inventory not previously disposed of, exclusive of items the dispoon of
which has been directed or authorized by City.
C. Of FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augg 17,2012
1
00 72 00 - I
General Conditions
Page 61 of 63
11,
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 the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items) -
such Work;
2, expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
unff# # - m3w='Iffm OTMOI■
the event of the failure of the Contractor and City to agree upon the whole amount to be pa
to the Contractor by reason of the termination of the Work, the City shall deten-nine, on the has
of information available to it, the amount, if any, due to the Contractor by reason of
termination and shall pay to the Contractor the amounts determined. Contractor shall not be pa
on account of loss of anticipated profits or revenue or other economic loss arising out of
resulting from such termination. I
ARTICLE 16 — DISPUTE RESOLUTION
A. Either City or Contractor, may request mediation of any Contract Claim submitted for a decisi
under Paragraph 10.06 before such decision becomes final and binding, The request f
mediation shall be submitted to the other party to the Contract. Timely submission of the requel
shall stay the effect of Paragraph 10,061,
City and Contractor shall participate in the mediation process in good faith. The process shall bii
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 orm
denial pursuant to Paragraphs 10.06.C.3 or 10.06.13 shall become final and binding 30 days aft
termination of the mediation unless, within that time period, City or Contractor: I
CrF'Y Or FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
ReAsion: Auga 17, 2012
0072
V 00-1
GeneraI Conditions
Page 62 of 6:3
I elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice tothe other party of the intent to submit the Contract Claim to a court of
competent jurisdiction,
ARTICLE 17 — MISCELLANE OUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly,&en if-
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
1 11911111 BEEN MiJiMilil Jill, 1� ;IJ
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 period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder tote parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents, The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORT14
STANDARD CONSTRUCTION SPEC IFCATION DOCUMFNTS
Revision: Auk 17, 2012
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007200-1
General Conditions
Page 63 of 63
17.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor. 7
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these Jill
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMFMs 04
Revision: Ampa 17,2012
007300-1
SUPPLEMENTARY CONDITIONS
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SECTION 00 73 00
SUPP1,EMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
Page I of 5
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
F)IMMUS-17 Mil
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein,
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications and Specifications shall govern over standard details.
SC-4.01A
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 the to the lines shown on the
Contract Drawings,
SC-4.01 A. I., "Availability of Lands"
The following is a list of kn® outstanding right-of-way, and/or easements to be acquired, if any as of
December 4, 2013
Outstanding Right -Of -Way, and/or Easements to Be Acquired
PARCEL, OWNER TARGET DATE
NUMBER OF POSSESSION
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work�,
notify City in writing associated with the differing easement line locations,
goggarjusigmn. mitwwr �o
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3,2012
HMAC SURFACE OVERLAY (2014-2)
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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 December 4, 2013:
EXPECTED UTILITY'' AND LOCATION TARGET DATE OF
OWNER ADJUSTMENT
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not in the City,
SC-4.02A., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Work: Under
Buzzsaw, see Soil Lab / Test Results.
The following are drawings of physical conditions in or relating to existing surface and subsurface
structures (except I-Inderground Facilities) which are at or contiguous to the site of the Work:
"None"
SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to the City -
"None"
SC-5.03A., "Certificates of Insurance"
131 111111n!1I
WNW=
(1) city
(2) Consultant: "None"
(3) Other: "None"
SC-5.04A., "Contractor's Insurance"
5.04A. Workers' Compensation, under Paragraph GC-5,04A.
Statutory limits
Employer's liability
$100,000 each accidentloccurrence
$100,000 Disease - each employee
$500,000 Disease - policy, limit
SC-5.04B., "Contractor's Insurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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SUPPLEMENTARY CONDITIONS
Page 3 of 5
1 5.0413. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance
2 under Paragraph GC-5,04B., which shall be on a per project basis covering the Contractor with
3 minimum limits of:
5 $1,000,000 each occurrence
6 S2,0O0,000 aggregate limit
7
8 The policy must have an endorsement (Amendment -- Aggregate Limits of Insurance) making the
9 General Aggregate Limits apply separately to each job site,
10
I I The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
13
14 SC 5.04C., "Contractor's Insurance"
15 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
16 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
17
18 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
19 defined as autos owned, hired and non -owned,
20
21 $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
22 least:
23
24 $250,000 Bodily Injury per person
25 $500,000 Bodily Injury per accident
26 $100,000 Property Damage
27
28 SC-5.04D., "Contractor's Insurance"
29
30 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
31 material deliveries to cross railroad properties and tracks: "None".
32
33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
34 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
35 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of
36 Entry Agreement" with the particular railroad company or companies involved, and to this end the
37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
38 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate
39 to the Contractor's use of private and/or construction access roads crossing said railroad company's
40 properties,
41
42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
43 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
44 Railroad Company for a to that continues for so long as the Contractor's operations and work cross,
45 occupy, or touch railroad property:
46
47 (1) General Aggregate: $ N/A
48
49 (2) Each Occurrence: $ N/A
50
51 — Required for this Contract X ............... Not required for this Contract
52
53 With respect to the above outlined insurance requirements, the following shall govern:
54
CITY OF FORT 1,1,70RTH HMAC SURFACE OVERLAY (2014-2)
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007.300-4
SUPPLEMENTARY CONDITIONS
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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 afTected by the Project at entirely separate locations on the line or lines of the same Mill
railroad company, separate coverage may be required, each in the amount stated above.
2. Where more than one railroad company is operating on the same right-of-way or where several
railroad companies are involved and operated on their own separate rights -of -way, the Contractor
may be required to provide separate insurance policies in the name of each railroad company.
3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a
railroad company's right-of-way at a location entirely separate from the grade separation or at -
grade crossing, insurance coverage for this work must be included in the policy covering the grade
separation,
4. If no grade separation is involved but other work is proposed on a railroad company's ri t-
way, all such other work may be covered in a single policy for that railroad, even though th ftl
may be at two or more separate locations.
No work or activities on a railroad company's property to be performed by the Contractor shall be
oiimrnonce-1 the C*Atr,?,cNr fvrz, isSoit City ,v!th 7m ongizil policy gr policics of -the ins wrmre
for each railroad company named, as required above. All such insurance must be approved by the City and
each affected Railroad Company prior to the Contractor's beginning work.
MORMON
Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
railroad company operating over tracks involved in the Project.
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 for the project.
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 Permit
SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
"None'%
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of December
4, 2013: "None"
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2OR4-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
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007300-5
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Page 5 of 5
2 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
ne............... — — ------ . .............
3
4 SC-7.02., "Coordination"
5
6 The individuals or entities listed below have contracts with the City for the performance of other work at
7 the Site:
Vendor -Scope of Work Coordination Authority
"None" "None" "None"
8
9
10 SC-8.01, "Communications to Contractor"
11
12 Section 0158 13: Temporary Project Sine
13
14 During construction, two project signs shaft be providedfor each street under construction
15
16 All removed materialldebris must be hauled off to a suitable site within the same day
17
18 Contractor shall saw -cut curb & gutter and/or pavement prior to removal
19
20 Contractor shall backfill behind the curb, driveways, sidewalks, A ramps and etc. withinfive days
21 from the date of completion
22
23 SC-9.01., "City's Project Representative"
24
25 The following firm is a consultant to the City responsible for construction management of this Project:
26 "None"
27
28 SC-13.03C., "Tests and Inspections"
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30 "None"
31
32 SC-16.01C.1, "Methods and Procedures"
33 "None"
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CITY OF FORT "WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
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PART1- GENERAL
SECTION 011100
SUMMARY OF WORK
5 A. Section Includes:
6 1® Summary of or to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. one,
9 C. Related Specification Sections include, but are not necessarily limited to"
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
1.1 2. Division I -General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14. 1. or associated with this Item is considered subsidiary to the various items bid®
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Work Covered by Contract Documents
1,. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications,
B. Subsidiary Work
L Any and all Work specifically governed by documentary requirements for the
project such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
I . Coordinate uses of premises under direction of the City,
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
CITY OF FOR,r woRTH
STANDARD CONSTRUCTION SPE10FICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 1100-2
SUMMARY OF WORK
Page 2 of 3
1 a® A reasonable amount of tools, materials, and equipment for construction
2 purposes may be stored in such space, but no more than is necessary to avoid
3 delay in the construction operations.
4 b. Excavated and waste materials shall be stored in such a way as not to interfere
5 with the use of spaces that may be designated to be left free and unobstructed
6 and so as not to inconvenience occupants of adjacent property.
7 c. If the street is occupied by railroad tracks, the or shall be carried on in such
8 manner as not to interfere with the operation of the railroad.
9 1) All Work shall be in accordance with railroad requirements set forth in
10 Division 0 as well as the railroad permit.
11 D. Work within Easements
12 10 Do not enter upon private property for any purpose without having previously
13 obtained permission from the owner of such property,
14 2. Do not store equipment or material on private property unless and until the
15 specified approval of the property owner has been secured in writing by the
16 Contractor and a copy furnished to the City.
17 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
18 obstructions which must be removed to make possible proper prosecution of the
19 Work as a part of the project construction operations.
20 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
21 lawns, fences, culverts, curbing, and all other types of structures or improvements,
22 to all water, sewer, and as lines, to all conduits, overhead pole lines, or
23 appurtenances thereof, including the construction of temporary fences and to all
24 other public or private property adjacent to the Work.
25 5. Notify the proper representatives of the owners or occupants of the public or private
26 lands of interest in lands which might be affected by the Work.
27 a. Such notice shall be made at least 48 hours in advance of the beginning of the
28 ork®
29 b. Notices shall be applicable to both public and private utility companies and any
30 corporation, company, individual, or other, either as owners or occupants,
31 whose land or interest in land might be affected by the Work.
32 c. Be responsible for all damage or injury to property of any character resulting
33 from any act, omission, neglect, or misconduct in the manner or method or
34 execution of the Work, or at any time due to defective work, material, or
35 equipment.
36 6. Fence
37 a. Restore all fences encountered and removed during construction of the Project
38 to the original or a better than original condition.
39 b. Erect temporary fencing in place of the fencing removed whenever the Work is
40 not in progress and when the site is vacated overnight, and/or at all times to
41 provide site security.
42 c. The cost for all fence work associated with easements, including removal,
43 temporary closures and replacement, shall be subsidiary to the various items bid
44 in the project proposal, unless a bid item is specifically provided in the
45 proposal.
CITY OF FORTWORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 11 00-3
SUMMARY OF WORK
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
jo PART 3- EXECUTION [NOT USED]
m
IN
Revision Log
DAT V NAME S(.JMMARY OF CHANGE
CrrY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRucrJON SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
0
I
3 PART 1- GENERAL
4 1.1 SUMMARY
SECTION 013119
PRECON STRUCTION MEETING
01 31 19-1
PRECONSTRUCTION MEETING
Pagel of
5 A. Section Includes:
6 1. Provisions for the reconstruction meeting to be held prior to the start of or to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
I 1 1, Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division I — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Its is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19
A. Coordination
20
1.
Attend preconstruction meeting.
21
2.
Representatives of Contractor, subcontractors and suppliers attending meetings
22
shall be qualified and authorized to act on behalf of the entity each represents.
23
3.
Meeting administered by City may be tape recorded.
24
a. If recorded, tapes will be used to prepare minutes and retained by City for
25
future reference,
26
B. Preconstruction Meeting
27
1.
A preconstruction meeting will be held within 14 days after the execution of the
28
Agreement and before Work is started.
29
a. The meeting will be scheduled and administered by the City.
30
2.
The Project Representative will preside at the meeting, prepare the notes of the
31
meeting and distribute copies of same to all participants who so request by fully
32
completing the attendance form to be circulated at the beginning of the meeting.
33
3.
Attendance shall include:
34
a. Project Representative
35
b. Contractor's project manager
36
c. Contractor's superintendent
37
d. Any subcontractor or supplier representatives who the Contractor may desire
39
to invite or the City may request
CITY OF FORT WORTH IMAC SURFACE OVERLAY (2014-2)
PF STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
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2
3
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013119-2
PRECONsTRUCTION MEETrNG
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section 0132 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting,
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f, Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra or and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for to Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. to Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bbSubmittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MIWBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
47
,I
I
W 31 19 -3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
go
IF
Revision Log
AT NAME SIJMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCumlwrs
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
013120-1
PROJECT MEETINGS
Page I of 3
I SECTION 013120
2 PROJECT MEETINGS
3 PARTI- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for project meetings throughout the construction period to enable orderly
7 review of the progress of the or and to provide for systematic discussion of
8 potential problems
9 B. Deviations this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include, but are not necessarily limited to:
➢2 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract
13 2. Division I General Requirements
➢4 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 L or associated with this Item is considered subsidiary to the various items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Coordination
21 1. Schedule, attend and administer as specified, periodic progress meetings, and
22 specially called meetings throughout progress of the Work.
23 2. Representatives of Contractor, subcontractors and suppliers attending meetings
24 shall be qualified and authorized to act on behalf of the entity, each represents.
25 1 Meetings administered by City may be tape recorded.
26 a. If recorded, tapes will be used to prepare minutes and retained by City for
27 future reference,
28 4. Meetings, in addition to those specified in this Section, may be held when requested
29 by the City, Engineer or Contractor,
30 B. Pre -Construction Neighborhood Meeting
31 1, After the execution of the Agreement, but before construction is allowed to begin,
32 attend I Public Meeting with affected residents to:
33 a. Present projected schedule, including constructions date
34 b. Answer any construction related questions
35 2. Meeting Location
36 a. Location of meeting to be determined by the City.
37 1 Attendees
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
MOM)
r
I
01 31 20-2
PROJECT MEETINGS
Page 2 of 3
I
a. Contractor
2
b. Project Representative
3
c. Other City representatives
4
4.
Meeting Schedule
5
a. In general, the neighborhood meeting will occur within the 2 weeks following
6
the pre -construction conference.
7
b. In no case will construction be allowed to begin until this meeting is held.
8
C. Progress Meetings
9
1.
Formal project coordination meetings will be held periodically. Meetings will be
10
scheduled and administered by project Representative.
11
2.
Additional progress 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 shutdowns
14
bin Installation of piping and equipment
15
c. Coordination between other construction projects
16
d. Resolution of construction issues
17
e. Equipment approval
18
3.
The Project Representative will preside at progress meetings, prepare the notes of
19
the meeting and distribute copies of the same to all participants who so request by
20
fully completing the attendance form to be circulated at the beginning of each
21
meeting.
22
4�
Attendance shall include:
23
a. Contractor's project manager
24
b. Contractor's superintendent
25
c. Any subcontractor or supplier representatives whom the Contractor may desire
26
to invite or the City may request
27
d. Engineces representatives
28
e. City's representatives
29
f. Others, as requested by the Project Representative
30
5.
Preliminary Agenda may include:
31
a. Review of or progress since previous meeting
32
b. Field observations, problems, conflicts
33
c. Items which impede construction schedule
34
d. Review of off -site fabrication, delivery schedules
35
e. Review of construction interfacing and sequencing requirements with other
36
construction contracts
37
f. Corrective measures and procedures to regain projected schedule
38
g. Revisions to construction schedule
39
h. Progress, schedule, during succeeding Work period
40
L Coordination of schedules
41
j. Review submittal schedules
42
k. Maintenance of quality standards
43
to Pending changes and substitutions
44
m. Review proposed changes for:
45
1) Effect on construction schedule and on completion date
46
2) Effect on other contracts of the Project
47
n. Review Record Documents
MY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUC710N SPECIFICATION DOMMENTS 02226
Revised July 1, 2011
1
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20
21
22
23
24
to
013120-3
PROJECT MEETINGS
Page 3 of 3
o. Review monthly pay request
p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 3 ® EXECUTION [NOT USED]
Revision Log
DATR-T-NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
IMAC SURFACE OVER1,AY (2014-2)
02226
0
I
013216-1
CONSTRUCTION PROGRESS SCHEDULE
Page I of 5
I SECTION 0132 16
2 CONSTRUCTION PROGRESS SCHEDULE
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1, None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1 . Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division I — General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. or associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item.
19 1.3 REFERENCES
20 A. Definitions
21 1. Schedule Tiers
22 a. Tier 1 ® No schedule submittal required by contract. Small, brief duration
23 projects
24 b. Tier 2 - No schedule submittal required by contract, but will require some
25 milestone dates. Small, brief duration projects
26 c. Tier 3 - Schedule submittal required by contract as described in the
27 Specification and herein. Majority of City projects, including all bond program
28 projects
29 d. Tier 4 - Schedule submittal required by contract as described in the
30 Specification and herein. Large and/or complex projects with long durations
31 1) Examples: large water pump station project and associated pipeline with
32 interconnection to another governmental entity
33 e. Tier 5 - Schedule submittal required by contract as described in the
34 Specification and herein. Large and/or very complex projects with long
35 durations, high public visibility
36 1) Examples might include a water or wastewater treatment plant
37 2. Baseline Schedule ® Initial schedule submitted before work begins that will serve
38 as the baseline for measuring progress and departures from the schedule.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
0132 16-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
1 3. Progress Schedule - 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 changes, expected delays, key schedule issues, critical path items, etc
5 B. Reference Standards
6 1. City of Fort Worth Schedule Guidance Document
7 1.4 ADMINISTRATIVE REQUIREMENTS
8 A. Baseline Schedule
9 1. General
10 a. Prepare a cost -loaded baseline Schedule using approved software and the
1.1 Critical Path Method (CPM) as required in the City of Fort Worth Schedule
12 Guidance Document.
13 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate
14 understanding of the work to be performed and known issues and constraints
15 related to the schedule.
16 c. Designate an authorized representative (Project Scheduler) responsible for
17 developing and updating the schedule and preparing reports.
18 B. Progress Schedule
19 1, Update the progress Schedule monthly as required in the City of Fort Worth
20 Schedule Guidance Document.
21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
22 1 Change Orders
23 a. Incorporate approved change orders, resulting in a change of contract time, in
24 the baseline Schedule in accordance with City of Fort Worth Schedule
25 Guidance Document.
26 C. Responsibility for Schedule Compliance
27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
28 Report that delays to the critical path have resulted and the Contract completion
29 date will not be met, or when so directed by the City, make some or all of the
30 following actions at no additional cost to the City
31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
32 outlining:
33 1 ) A written statement of the steps intended to take to remove or arrest the
34 delay to the critical path in the approved schedule
35 2) Increase construction manpower in such quantities and crafts as will
36 substantially eliminate the backlog 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 cone envy of
42 accomplishment of activities, and comply with the revised schedule
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2.014..2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
013216-3
CONSTRUC11ON PROGRESS SCHEDULE
wm�
1 2. If no written statement of the steps intended to take is submitted when so requested
2 by the City, the City may direct the Contractor to increase the level of effort in
3 manpower (trades), equipment and work schedule (overtime, weekend and holiday
4 work, etc.) to be employed by the Contractor in order to remove or arrest the delay
5 to the critical path in the approved schedule,
6 a. No additional cost for such work will be considered.
7 D. The Contract completion time will be adjusted only for causes specified in this
8 Contract.
9 a. Requests for an extension of any Contract completion date must be
10 supplemented with the following:
11 1) Furnish justification and supporting evidence as the City may deem
12 necessary to determine whether the requested extension of time is entitled
13 under the provisions of this Contract.
14 a) The City will, after receipt of such justification and supporting
15 evidence, make findings of fact and will advise the Contractor, in
16 writing thereof
17 2) If the City finds that the requested extension of time is entitled, the City's
18 detennination as to the total number of days allowed for the extensions
19 shall be based upon the approved total baseline schedule and on all data
20 relevant to the extension.
21 a) Such data shall be included in the next updating of the Progress
22 schedule.
23 b) Actual delays in activities which, according to the Baseline schedule,
24 do not affect any Contract completion date shown by the critical path in
25 the network will not be the basis for a change therein.
26 2. Submit each request for change in Contract completion date tote City within 30
27 days after the beginning of the delay for which a time extension is requested but
28 before the date of final payment under this Contract,
29 a. No time extension will be granted for requests which are not submitted within
30 the foregoing time limit.
31 b. From time to time, it may be necessary for the Contract schedule or completion
32 time to be adjusted by the City to reflect the effects of job conditions, weather,
33 technical difficulties, strikes, unavoidable delays on the part of the City or its
34 representatives, and other unforeseeable conditions which may indicate
35 schedule adjustments or completion time extensions.
36 1) Under such conditions, the City will direct the Contractor to reschedule the
37 work or Conti -act completion time to reflect the changed conditions and the
38 Contractor shall revise his schedule accordingly.
39 a) No additional compensation will be made to the Contractor for such
40 schedule changes except for unavoidable overall contract time
41 extensions beyond the actual completion of unaffected work, in which
42 case the Contractor shall take all possible action to minimize any time
43 extension and any additional cost to the City.
44 b) Available float time in the Baseline schedule may be used byte City
45 as well as by the Contractor,
46 3. Float or slack time is defined as the amount of time between the earliest start date
47 and the latest start date or between the earliest finish date and the latest finish date
48 of a chain of activities on the Baseline Schedule.
MY OF FORT WORTH
STANDARD CONSTRUCTM SPE�CIFTCATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
013216-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
I a. Float or slack time is not forte exclusive use or benefit of either the
2 Contractor or the City.
3 b. Proceed with work according toearly start dates, and the City shall have the
4 right to reserve and apportion float time according to the needs of the project,
5 c. Acknowledge and agree that actual delays, affecting paths of activities
6 containing float time, will not have any effect upon contract completion times,
7 providing that the actual delay does not exceed the float time associated with
8 those activities.
9 E. Coordinating Schedule with Other Contract Schedules
10 1. Where work is to be performed under this Contract concurrently with or contingent
11 upon work performed on the same facilities Or area under other contracts, the
12 Baseline Schedule shall be coordinated with the schedules of the other contracts,
13 a. Obtain the schedules of the other appropriate contracts from the City for the
14 preparation and updating of Baseline schedule and make the required changes
15 in his schedule when indicated by changes in corresponding schedules.
16 2. In case of interference between the operations of diffierent contractors, the City will
17 determine the work priority of each contractor and the sequence of work necessary
18 to expe:dite 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 work due to such circumstances shall not be
21 considered as justification for claims for additional compensation,
22 1.5 SUBMITTALS
23 A. Baseline Schedule
24 1. Submit Schedule in native file format and pdf format as required in the City of Fort
25 Worth Schedule Guidance Document,
26 a. Native file format includes:
27 1) Primavera (P6 or Primavera Contractor)
28 2. Submit draft baseline Schedule to City prior tote pre -construction meeting and
29 bring in hard copy to the meeting for review and discussion.
30 B. Progress Schedule
31 1. Submit progress Schedule in native file format and pdf format as required in the
32 City of Fort Worth Schedule Guidance Document,
33 2. Submit progress Schedule monthly no later than the last day of the month.
34 C. Schedule Narrative
35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
36 Schedule Guidance Document.
37 2. Submit schedule narrative monthly no later than the last day of the month,
38 D. Submittal Process
39 1. The City administers and manages schedules through Buzzsaw.
40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
41 Guidance Document,
42 3. Once the project has been completed and Final Acceptance has been issued by the
43 City, no further progress schedules are required.
CITY OF FORTWORTH 94MAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
0 1 32 16 - 5
CONSTRUCTION PR(.X.;RESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 & Schedule and supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance oft e construction.
9 C.. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2 - PRODUCTS [NOT USEDI
15 PART 3 .- EXECUTION [NOT USED]
Im
17
K,
Revision Log
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
I
3 PART1- GENERAL
5
6
7
8
9
10
11
12
13
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013233-1
PRECONSTRUCTION VIDEO
Page I of 2
SECTION 0132 33
PRFCONSTRUCTION VIDEO
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort ® 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 I --General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. or associated with this It is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATWE REQUIREMENTS
A. Preconstruction Video
I w Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL 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]
CITY OF FORTWORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUC11ON SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
2 PART 3 ® EXECUTION [NOT USED]
F,
rd
R
013233-2
PRECONSTRUM"ION VIDEO
Page 2 of 2
Revision Log
DATE NAME T SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPE(1FICATION DOCUME.NTS 02226
Revised July 1, 20 11
I
3 PARTI- GENERAL
014523-1
TEE, "INC AND INSPECTION SERVICES
Page I of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1 . None.
9 C. Related Specification Sections include, but are not necessarily limited to;
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division I -- General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 L or associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing, coordinating, and payment of all
17 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails, the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
wjmffiy�� OU41 W103ALIMM
27 A. 'resting
28 1. Complete testing in accordance with the Contract Documents.
29 2. Coordination
30 a. When testing is required to be performed by the City, notify City, sufficiently
31 in advance, when testing is needed.
32 b. When testing is required to be completed byte Contractor, notify City,
33 sufficiently in advance, that testing will be performed,
34 3. Distribution of Testing Reports
35 a. Electronic Distribution
36 1) Confirm development of Project directory for electronic submittals to be
37 uploaded to City's Buz saw site, or another external FTP site approved by
38 the City.
crry OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S
Revised JuRy 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
014523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
1 2) Upload test reports to designated prqject directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) I copy for all submittals submitted to the Project Representative
5 b. and Copy Distribution (if required in lieu of electronic distribution)
6 1) Tests performed by City
7 a) Distribute I and copy to the Contractor
8 2) Tests performed by the Contractor
9 a) Distribute 3 hard copies to City's Project Representative
10 4. Provide City's Project Representative with trip tickets for each delivered load of
11 Concrete or Lime material including the following information:
12 a. Name of pit
13 b. Date of delivery
14 c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents,
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATiONAL SUBMITTALS [NOT USED
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 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 ® PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
1E
W11
IN,
Revision I.og
DATE NAME St,JMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOC JMF NTS 02226
Revised My L. 2011
015000 1
TEMPORARY FACILITIES AND CONTROLS
Page I of 4
I " SECTION 0150 00
2 'TEMPORARY FACILITIES AND CONTROLS
3 PARTI- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0 - Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division I General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A, Measurement and Payment
20 1. or associated with this Item is considered subsidiary to the various Items bid
21 No separate payment will be allowed for this Item.
22 1.3 REFERE NCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. 'Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until or is approved for Final
30 Acceptance,
31 1) Included are fuel, power, light, heat and other utility services necessary for
32 execution, completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment, devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City's Project Representatives.
39 c. Coordination
411�
crry OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIMATION D(KA)MENTS 02226
Revised July 1, 2011
01 5000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 1) Contact City I week before water for construction is desired
2 d. Contractor Payment for Construction Water
3 1) Obtain construction water meter from City for payment as billed by City's
4 established rates.
5 3. Electricity and Lighting
6 a. Provide and pay for electric powered service as required for or, including
7 testing of Work.
8 1) Provide power for lighting, operation of equipment, or other use.
9 b. Electric power service includes temporary power service or generator to
10 maintain operations during scheduled shutdown.
11 4. Telephone
12 a. Provide emergency telephone service at Site for use by Contractor personnel
13 and others performing work or furnishing services at Site.
14 5. Temporary Heat and Ventilation
15 a. Provide temporary heat as necessary for protection or completion of Work.
16 b. Provide temporary heat and ventilation to assure safe working conditions.
17 B. Sanitary Facilities
18 1. Provide and maintain sanitary facilities for persons on Site.
19 a. Comply with regulations of State and local departments of health.
20 2. Enforce use of sanitary facilities by construction personnel atjob site.
21 a. Enclose and anchor sanitary facilities.
22 b. No discharge will be allowed from these facilities.
23 c. Collect and store sewage and waste so as not to cause nuisance or health
24 problem.
25 d. Haul sewage and waste off -site at no less than weekly intervals and properly
26 dispose in accordance with applicable regulation.
27 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
28 4, Remove facilities at completion of Project
29 C. Storage Sheds and Buildings
30 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
31 above ground level for materials and equipment susceptible to weather damage.
32 2, Storage of materials not susceptible to weather damage may be on blocks off
33 ground.
34 3. Store materials in a neat and orderly manner.
35 a. Place materials and equipment to permit easy access for identification,
36 inspection and inventory,
37 4. Equip building with lockable doors and lighting, and provide electrical service for
38 equipment space heaters and heating or ventilation as necessary to provide storage
39 environments acceptable to specified manufacturers.
40 5. Fill and grade site for temporary structures to provide drainage away from
41 temporary and existing buildings.
42 6. Remove building from site prior to Final Acceptance.
43 D. Temporary Fencing
44 1. Provide and maintain for the duration or construction when required in contract
45 documents
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
0150CYO -3
TEMPORARY FACILITIES 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 respond in a timely manner
6
F. Temporary Protection of Construction
7
1. Contractor or subcontractors are responsible for protecting or from damage due
8
to weather.
9
1.5
SUBMITTALS [NOT USED]
10
1.6
ACTION SUBMITTALS/INFORMATIONAL SUr BMITTALS [NOT USED]
11
1.7
CLOSEOUT SUBMITTALS [NOT USED]
12
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
13
1.9
QUALITY ASSURANCE [NOT USED]
14
1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
15
1.11
FIELD [SITE] CONDITIONS [NOT USED]
16
1.12
WARRANTY [NOT USED]
H PART2- PRODUCTS [NOT USED]
18 PART3- EXECUTION [NOT USED]
19 3.1 INSTALLERS [NOT USED]
20 3.2 EXAMINATION [NOT USED
21 3.3 PREPARATION [NOT USED]
22 3.4 INSTALLATION
23 A. Temporary Facilities
24 L Maintain all temporary facilities for duration of construction activities as needed.
CITY OF FORT WORTH HMAC SURF ACE OVFRLAY (2014-2)
STANDARD CONSTRU(MON SPECIFICATION DOCUMENTS
Revised July 1, 2011 02226
04 11
01 5000-4
TEMPORARY FACHATIES AND CONTROLS
Page 4 of 4
1
3.5
[REPAIR] /[RESTORATION]
2
3.6
RE -INSTALLATION
3
3.7
FIELD [OR] SITE QUALITY CONTROL [NOT USED]
4
3.8
SYSTEM STARTUP [NOT USED]
5
3.9
ADJUSTING [NOT USED]
6
3.10
CLEANING [NOT USED]
7
3.11
CLOSEOUT ACTIVITIES
8
A. Temporary Facilities
9
1. Remove all temporary facilities and restore area after completion of the Work, to a
10
condition equal to or better than prior to start of Work.
11
3.12
PROTECTION [NOT USED]
12
3.13
MAINTENANCE [NOT USED]
13
3.14
ATTACHMENTS [NOT USED]
14
END OF SECTION
Ili
ZZ
Revision Log
D SUMMARY OF CHANGE A'rE NAME
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
015526-1
STREET USE PERMrr AND MODIFICATIONS TOTRAFFIC CONTROL
Page I of 3
I SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROI,
3 PART1- GENERAL
5 A. Section Includes:
6 L Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B, Deviations from this City of Fort Worth Standard Specification
I 1 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 .—Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division I General Requirements
15 3. Section 34 71 13 —Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1 . or associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD),
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimurn 10 working days for review of proposed Traffic Control,
35 B. Street Use Permit
36 1. Prior to installation of "I'raffic Control, a City Street Use Permit is required.
crry OF FORT WORTH
STANDARD CONSTRUcrION SPECIFICATION [X)CUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
I
01 5526-2
STREETUSE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 a. To obtain Street Use Permit, submit Traffic Control Plans to City
2 Transportation and Public Works Department.
3 1) Allow a minimum of 5 working days for permit review.
4 2) Contractor's responsibility to coordinate review of Traffic Control plans for
5 Street Use Permit, such that construction is not delayed.
6 C. Modification to Approved Traffic Control
7 1. Prior to installation traffic control:
8 a. Submit revised traffic control plans to City Department Transportation and
9 Public Works Department.
10 1) Revise Traffic Control plans in accordance with Section 34 71 13.
11 2) Allow minimum 5 working days for review of revised Traffic Control.
12 3) It is the Contractor's responsibility to coordinate review of Traffic Control
13 plans for Street Use Permit, such that construction is not delayed.
14 D. Removal of Street Sign
15 1. If it is determined that a street sign must be removed for construction, then contact
16 City Transportation and Public Works Department, Signs and Markings Division to
17 remove the sign.
18 E. Temporary Signage
19 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
20 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
21 Devices (MUTCD).
22 2. Install temporary sign before the removal of permanent sign.
23 3. When construction is complete, to the extent that the permanent sign can be
24 reinstalled, contact the City Transportation and Public Works Department, Signs
25 and Markings Division, to reinstall the permanent sign.
26 F. Traffic Control Standards
27 1. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July #, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
3
4
5
6
7
8
9
10
11
12
Im
015526-3
STREFT USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
rV
f
01 58 13-1
TEMPORARY PROJECT SIGNAGE
Page I of 3
SECTION 0158 13
2 TEMPORARY PROJECT SIG AGE
3 PART1- GENERAL
4 1.1 SUMMARY
5
A. Section Includes:
6
1. Temporary Project Signage Requirements
7
B. Deviations from this City of Fort Worth Standard Specification
8
1, one,
9
C. Related Specification Sections include, but are not necessarily limited to:
10
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11
2. Division I — General Requirements
12
1.2
PRICE AND PAYMENT PROCEDURES
13
A. Measurement and Payment
14
1. or associated with this Item is considered subsidiary to the various Items bid.
15
No separate payment will be allowed for this Item.
16
1.3
REFERENCES [NOT USED]
17
1.4
ADMINISTRATIVE REQUIREMENTS [NOT USED]
18
1.5
SUBMITTALS [NOT USED]
19
1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
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
DELIVERY, STORAGE, AND HANDLING [NOT USED]
24
1.11
FIELD [SITE] CONDITIONS [NOT USED]
25
1.12
WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRucrION SPECIFICATION DOCUMENTS 02226
Revised July A, 2011
1
2
3
4
5
6
7
01 58 13 - 2
TEMPORARY PROTECT SIGNAGE
Page 2 of 3
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
B. Materials
1. Sign
a. Constructed oft/4-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
I
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
L Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR/ RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRIXTION SPECIFICATION DOCIJME,NTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
N
01 58 13-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
F-DATE NAME SU MMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
14MAC SURFACE OVERLAY (2014-2)
02226
1111,
01 7000-1
MOBILIZATION AND REMOBILIZATION
Page I of 3
I SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
4 1.1 SUMMARY
5 A. Section Includes-,
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
2. Mobilization and Demobilization
a. Mobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from one location to another location on the Site.
b. Demobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract,
3. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the or,
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CrTY OF FORT WORTH
Revised June 7, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
01 7000-2
MOBILIZATION AND REMOBILIZATION
Page 2 et.3
1 1) Mobilization shall consist of the activities and cost on a or Order is
2 necessary for:
3 a) Transportation of Contractor's personnel, equipment, and operating
4 supplies to the Site for the issued or Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued or Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel, equipment, and operating
9 supplies from the Site including disassembly for each issued or
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4, Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the or Order.
19 B. Deviations from City of Fort Worth Standards
20 2, one
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
23 Contract,
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 2. Mobilization and Demobilization
27 a. Measurement and Payment
28 1) Work associated with this Item is considered subsidiary to the various items
29 bid. No separate payment will be allowed for this item,
30 3. Remobilization for suspension of or as specifically required in the Contract
31 Documents
32 a. Measurement
33 1) Measurement for this Item shall be per each remobilization preformed,
34 b. Payment
35 1) The work performed in accordance with this Item will be paid for at the
36 unit price per each "Specified Rernobilization" in accordance with Contract
37 Documents,
38 c. The price shall include:
39 1) Demobilization as described in Section 1. 1 A.2.a. 1)
40 2) Remobilization as described in Section 1, I.A,2,a,2)
41 d. No payments will be made for standby, idle time, or lost profits associated this
42 Item.
43 4. Remobilization for suspension of Work as required by City
44 a. Measurement and Payment
45 1) This shall be submitted as a Contract Claim in accordance with Article 10
46 of 00 72 00 General Conditions,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
Of 7000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
5. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section I. I.A.3.a.1)
2) Demobilization as described in Section I.I.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Emergency Mobilization" in accordance
with Contract Documents, Demobilization shall be considered subsidiary
to mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section I.I.A.4,a)
2) Demobilization as described in Section I . I,A.3 a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
31 1.3 TO 1.12 NOT USED]
W
El
M
M
Revision Log
DATE NAME SUMMARY OF CHANGE
12010 JAN 061
CrTY OF FORT WORTH
STANDARD CONSTRMTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
I ,J W
rif'r
F
p
4 1.1 SUMMARY
SECTION 017123
CONSTRUCTION STAKING
01 7123 - I
CONSTRUcl-ION STAMNG
Page I of 3
5 A. Section includes:
6 1. Requirements for construction staking.
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division I General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. or associated with this Item is considered subsidiary tote various Items bid,
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USEDI
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Construction Stakes
19 l.. Construction staking will be performed by the City.
20 2. Coordination
21 a. Contact City's Project Representative at least 2 weeks in advance for
22 scheduling of Construction Staking,
23 1 General
24 a. It is the Contractor's responsibility to coordinate staking such that construction
25 activities are not delayed or negatively impacted.
26 b. Contractor is responsible for preserving and maintaining stakes furnished by
27 city.
28 c. If in the opinion of the City, a sufficient number of stakes or markings have
29 been lost, destroyed or disturbed, by Contractor's neglect such that the
30 contracted Work cannot take place, then the Contractor will be required to pay
31 the City for new staking with a 25 percent markup.
32 1) The cost for staking will be deducted fi-orn the payment due tothe
33 Contractor for the Project,
34 1.5 SUBMITTALS
35 A. Submittals, if required, shall be in accordance with Section 01 33 00.
36 1. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FOR"r woRTH
STANDARD CONSTR UCTION SPFCIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
11),
01712.3®2
3
CONSTRUCTION STAKING
Page 2 of 3
1 1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
2
A. Certificates
3
1, Provide certificate certifying that elevations and locations of improvements are in
4
conformance or non-conformance with requirements of the Contract Documents,
5
a. Certificate must be sealed by a registered professional land surveyor in the
6
State of Texas,
7
B. Field Quality Control Submittals
8
1. Documentation verifying accuracy of field engineering work
341
9 1.7
CLOSEOUT SUBMITTALS [NOT USED]
I
10 1.8
MAINTENANCE MATERIAL SUBMITTALS ['.NOT USED]
11 1.9
QUALITY ASSURANCE
12
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
13
in the necessary crafts and who are completely familiar with the specified requirements
14
and the methods needed for proper performance of the or.
15 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
114
16 1.11
FIELD [SITE] CONDITIONS [NOT USED]
"I'l
17 1.12
WARRANTY [NOT USED]
4
19 PART 3 - EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAMINATION [NOT USED�
22 3.3 PREPA_R�����
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 [OR] SITE QUALITY CONTROL
29 A. Preserve permanent reference points during progress of the Work.
30 B. Do not change or relocate reference points without approval from the City.
31 C. Utilize recognized engineering survey practices.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011 02226
it
1 3.8
SYSTEM STARTUP [NOT USED]
2 3.9
ADJUSTING [NUT USED]
3 3.10
CLEANING [NOT USED]
4 3.11
CLOSEOUT ACTIVITIES [NOT USED]
5 3.12
PROTECTION [NOT USED)
6 3.13
MAINTENANCE [NOT USED)
7 3.14
ATTACHMENTS [NUT USED]
8
END OF SECTION
0
a,
017123-3
CONSTRUCTION STAKING
Page 3 of 3
Revision Log
-T - -----------
DATE I NAME `SUM MARYOF CHANGE
crry OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
I
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
SECTION 0174 23
CLEANING
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. one.
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 I — General Requirements
3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. or associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1:, 2011
171
01 7423-2
CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER -FURNISHED JORI OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14
3.1
INSTALLERS [NOT USED]
15
3.2
EXAMINATION [NOT USED]
16
3.3
PREPARATION [NOT USED]
17
3.4
APPLICATION [NOT USED]
18
3.5
REPAIR / RESTORATION [NOT USED]
19
3.6
RE -INSTALLATION [NOT USED]
20
3.7
FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21
3.8
SYSTEM STARTUP [NOT USED]
22
3.9
ADJUSTING [NOT USED]
23
3.10
CLEANING
24
A. General
25
1. Prevent accumulation of wastes that create hazardous conditions.
26
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27
goveming authorities.
28
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29
storm or sanitary drains or sewers.
30
4. Dispose of degradable debris at an approved solid waste disposal site.
31
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32
alternate manner approved by City and regulatory agencies.
CITY OF FOR'r WORTf I HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
o
01 7423-3
CLEANING
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 or and equipment associated with
3
this project.
4
8.
Remove all signs of temporary construction and activities incidental to construction
5
of required permanent Work,
6
9.
If project is not cleaned to the satisfaction of the City, the City reserves the right to
7
have the cleaning completed at the expense of the Contractor.
8
10.
Do not burn on -site.
9
B. Intermediate Cleaning during Construction
10
1 .
Keep or are clean so as not to hinder health, safety or convenience of
11
personnel in existing facility operations,
12
2.
At maximum weekly intervals, dispose of waste 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 from construction or operational activities
16
c. Haul from site at a minimum of once per week
17
4.
Vacuum clean interior are when ready to receive finish painting.
18
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
19
5.
Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20
may become airborne or transported by flowing water during the storm.
21
C. Interior
Final Cleaning
22
1.
Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
23
foreign materials from sight -exposed surfaces.
24
2.
Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
25
3.
Wash and shine glazing and mirrors.
26
4.
Polish glossy surfaces to a clear shine.
27
5.
Ventilating systems
28
a. Clean permanent filters and replace disposable filters if units were operated
29
during construction.
30
b. Clean ducts, blowers and coils if units were operated without filters during
31
construction,
A
32
6.
Replace all burned out lamps,
33
T
Broom clean process area floors.
34
8.
Mop office and control room floors.
35
D. Exterior
(Site or Right of Way) Final Cleaning
36
1 .
Remove trash and debris containers from site.
MIN
37
a. Re -seed areas disturbed by location of trash and debris containers in accordance
38
with Section 32 92 13.
39
2.
Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
40
that may hinder or disrupt the flow of traffic along the roadway.
41
3.
Clean any interior areas including, but not limited to, vaults, manholes, structures,
42
junction boxes and inlets.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
02226
40
111
Revised July 1.2011
01 7423-4
CLEANING
Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City, remove erosion control from site.
3 5. Clean signs, lights, signals, etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT Ur SED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
0
IE
Revision Log
D-A -TE --T-NA-ME-T------...S-U-M-M-AR--Y -OF CI--JANGE
CITY OF FORT WORTH
STANDARD CONSTRUcriON SPEC 11"ICATION DOCUMENT'S
Revised My 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 '77 19 - I
CLOSEOUT REQUIREMENTS
Page I of 3
I
SECTION 0 177 19
2
CLOSEOUT REQUIREMENTS
3
PART1- GENERAL
4
1.1
SUMMARY
5
A. Section Includes:
6
1. The procedure for closing out a contract
7
B. Deviations from this City of Fort Worth Standard Specification
8
1. one,
9
C. Related Specification Sections include, but are not necessarily limited to:
10
1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contractor
11
2. Division I —General Requirements
12
1.2
PRICE AND PAYMENT PROCEDURES
13
A. Measurement and Payment
14
1. Work associated with this Item is considered subsidiary tothe various Items bid.
15
No separate payment will be allowed for this Item.
16
1.3
REFERENCES [NOT USED]
1-7
1.4
ADMINISTRATIVE REQUIREMENTS
18
A. Guarantees, Bonds and Affidavits
19
1. No application for final payment will be accepted until all guarantees, bonds,
20
certificates, licenses and affidavits required for Work or equipment as specified are
21
satisfactorily filed with the City,
22
B. Release of Liens or Claims
23
1. No application for final payment will be accepted until satisfactory evidence of
24
release of liens has been submitted tote City.
y.
25
1.5
SUBMITTALS
26
A. Submit all required documentation to City's Project Representative,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014.-2)
02226
4
I
01 7719-2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION fNOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 & Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 017423.
14 Co Final Inspection
15 L After final cleaning, provide notice to the City Project Representative that the or
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the or is defective or incomplete.
21 1 Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 city.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation, These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g, Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Ell
19
20
21
22
23
24
25
26
27
ffil
BE)
HE
0177 19-3
CLOSEOUT REQUIREMENTS
Page 3 of 3
D. Notice of Project Completion
L Once the City Project Representative finds the or subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet),
E. Supporting Documentation
I. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment,
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD 10111 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]
. .... .... . .
Revision Log
DATE NAME SUM�MAtY OF CHANGE
CrFY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION D(X7UMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
Y
ty-11 ty a �" 011ZIA f7r M.
31000KNEE �0 �&# A
SECTION 0178 39
PROJECT KiCORD DOCIJMEN,rs
01 78 39 I
PROJECTRECORD DOCUMENTS
Page I of 5
5
A. Section Includes:
6
1. Work associated with the documenting the project and recording changes to project
'7
documents, including:
8
a. Record Drawings
9
b. Water Meter Service Reports
10
c. Sanitary Sewer Service Reports
11
d. Large Water Meter Reports
12
B. Deviations ® this City of Fort Worth Standard Specification
13
1. one.
14
C. Related Specification Sections include, but are not necessarily limited to:
15
1. Division 0 . - Bidding Requirements, Contract Forms and Conditions of the Contract
16
2. Divisionl- General Requirements
17
1.2
PRICE AND PAYMENT PROCEDURES
18
A. Measurement and Payment
19
1. Work associated with this Item is considered subsidiary to the various Items bid,
20
No separate payment will be allowed for this Item.
21
1.3
REFERENCES [NOT USED]
22
1.4
ADMINISTRATIVE REQUIREMENTS [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 USED]
27
1.7
CLOSEOUT SUBMITTALS [NOT USED]
28
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29
1.9
QUALITY ASSURANCE
30
A. Accuracy of Records
31
1, Thoroughly coordinate changes within the Record Documents, making adequate
32
and proper entries on each page of Specifications and each sheet of Drawings and
33
other Documents where such entry is required to show the change properly,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
017839-2
PROJECTRECORD DOCUMENTS
Page 2 of 5
1 2. Accuracy of records shall be such that future searches for items shown in the
2 Contract Documents may rely reasonably on information obtained from the
3 approved Project Record Documents.
4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
5 information that the change has occurred.
6 4. Provide factual information regarding all aspects of the Work, both concealed and
7 visible, to enable future modification of the Work to proceed without lengthy and
8 expensive site measurement, investigation and examination.
9 1.10 STORAGE AND HANDLING
10 A. Storage and Handling Requirements
11 I . Maintain the job set of Record Documents completely protected from deterioration
12 and from loss and damage until completion of the Work and transfer of all recorded
13 data to the final Project Record Documents.
14 2. In the event of loss of recorded data, use means necessary to again secure the data
15 to the City's approval,
16 a. In such case, provide replacements to the standards originally required by the
17 Contract Documents.
18 1.11 FIELD [SITE] CONDITIONS [NOT USED'
19 1.12 WARRANTY [NOT USED]
20 PART 2 - PRODUCTS
21 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
23 A. Job set
24 L Promptly following receipt of the Notice to Proceed, secure from the City, at no
25 charge to the Contractor, l complete set of all Documents comprising the Contract,
26 B. Final Record Documents
27 1 a At a time nearing the completion of the Work and prior to Final Inspection, provide
28 the City I complete set of all Final Record Drawings in the Contract.
11%!
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECTMATION DOCUMENIS 02226
Revised July 1, 2011
01 7839-3
PROJECT RECORD DOCUMEMrS
Page 3 of 5
➢ 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
4 3.1 INSTALLERS [NOT USED]
EXAMINATION [NOT USEDI
6 3.3 PREPARATION [NOT USED1 1
7 3.4 MAINTENANCE DOCUME.V11,
8 A. Maintenance of Job Set
9 1. Immediately upon receipt of the job set, identify each oft e Documents with the
10 title, "RECORD DOCUMENTS .- JOB SET".
11 2. Preservation
12 a. Considering the Contract completion time, the probable number of occasions
13 upon which the job set must be taken out for new entries and for examination,
14 and the conditions under which these activities will be performed, devise a
15 suitable method for protecting the job set.
16 b. Do not use the job set for any purpose except entry of new data and for review
17 by the City, until start of transfer of data to final Project Record Documents.
18 c. Maintain the job set at the site of work.
19 1 Coordination with Construction Survey
20 a. At a minimum, in accordance with the intervals set forth in Section 017123,
21 clearly mark any deviations from Contract Documents associated with
22 installation oft e infrastructure.
23 4. Making entries on Drawings
24 a. Record any deviations from Contract, Documents.
25 b. Use an erasable colored pencil (not in or indelible pencil), clearly describe the
26 change by graphic line and note as required.
27 c. Date all entries.
28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
29 e. In the event of overlapping changes, use different colors for the overlapping
30 changes.
31 5. Conversion of schematic layouts
32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
33 ducts, and similar items, are shown schematically and are not intended to
34 portray precise physical layout..
35 1) Final physical arrangement is determined by the Contractor, subject to the
36 City's approval.
37 2) lir, owever, design of future modifications of the facility may require
38 accurate inforination as to the final physical layout of items which are
39 shown only schematically on the Drawings.
40 b. Show on the job set of Record Drawings, by dimension accurate to within 1
41 inch, the centerline of each run of items.
CITY OF FORT WORTH
HMAC SURFACE OVERLAY (20 14-2)
sTANDARD CONSTRUCTION SPECIFICATION DOCUM,.mrs 02226
Revised My 1. 2011
1
2
3
4
5
6
7
8
9
10
I
30
31
32
33
34
35
36
37
38
39
M
01 "
01 7839-4
1
PROJECT RECORD DOCUMENTS
Page 4 of 5
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
4/11
B. Final Project Record Documents
1. 'Transfer of data to Drawings
a. Carefully transfer change data shown on thejob set of Record Drawings to the
corresponding final document�s, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. 'Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, wil I be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2,014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
Ot
IR
01 7839--.5
PROJECT RECORD DOCUMENTS
Page 5 of 5
Revision Log
NA DE AT SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
0241 15-1
PAVING REMOVAL
Page I of 6
I SECTION 02 4115
2 PAVING REMOVAL
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 L Removing concrete paving, asphalt paving and brick paving.
7 2. Removing concrete curb and gutter,
8 3 Removing concrete valley gutter.,
9 4. Milling roadway paving.
10 5. Pulverization of existing pavement,
11 6. Disposal of removed materials.
12 B. Deviations from City of Fort Worth Standards
13 1. one
14 C. Related Specification Sections include but are not necessarily limited to
15 L Division 0 - Bidding Requirements, Contract Forms, and Conditions oft e
16 Contract.
17 2. Division I - General Requirements
18 3. Section 32 1133 - Cement Treated Base Course
19 1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement
a. Remove Concrete Paving: measure by the square yard from back-to-back of
curbs.
b. Remove Asphalt Paving: measure by the square yard between the lips of
gutters.
c. Remove Brick Paving: measure by the square yard.
d. Remove Concrete Curb and Gutter: measure by the linear foot.
e. Remove Concrete Valley Gutter: measure by the square yard
f. Wedge Milling: measure by the square yard for varying thickness.
g. Surface Milling: measure by the square yard for varying 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, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute work.
c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
execute work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEMICATION DOCUMENTS
Revised July 1, 2011
Olt
RMAC SURFACE OVERLAY (2014-2)
02226
0241 15-2
PAVING REMOVAL
Page 2 of 6
1
&
Remove Concrete Curb and Gutter,- full compensation for saw cutting, removal,
2
hauling, disposal, tools, equipment, labor and incidentals needed to execute
3
work.
4
e.
Remove Concrete Valley Gutter: full compensation for saw cutting, removal,
5
hauling, disposal, tools, equipment, labor and incidentals needed to execute
6
work.
7
f
Wedge Milling: full compensation for all milling, hauling milled material to
8
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
9
to execute the work.
10
g.
Surface Milling: full compensation for all milling, hauling milled material to
11
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
12
to execute the work.
13
h.
Butt Milling: full compensation for all milling, hauling milled material to
14
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
15
to execute the work.
16
i.
Pavement Pulverization: full compensation for all labor, material, equipment,
17
tools and incidentals necessary to pulverize, remove and store the pulverized
18
material, undercut the base, mixing, compaction, haul off, sweep, and dispose
19
oft e undercut material.
20
D
Remove speed cushion: full compensation for removal, hauling, disposal,
21
tools, equipment, labor, and incidentals needed to execute the work.
22
k.
No payment for saw cutting of pavement or curbs and gutters will be made
23
under this section. Include cost of such work in unit prices for items listed in
24
bid form requiring saw cutting,
25
1.
No payment will be made for work outside maximum payment limits indicated
26
on plans, or for pavements or structures removed for CONTRACTOR'S
27
convenience,
28
1.3 REFERENCES
29
A. ASTM International (ASTM):
30
a.
D698, Standard Test Methods for Laboratory Compaction Characteristics of
31
Soil Using Standard Effort (12 400 ft-IHM3 (600 kN-m/m3))
CITY OF FORT WORTH
STANDARD CONSTRuc,rION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
IT
1 1.4
ADMINISTRATIVE REQUIREMENTS [NOT USED]
2 1.5
SUBMITTALS [NOT USED]
3 1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
4 1.7
CLOSEOUT SUBMITTALS [NOT USED]
5 1.8
MAINTENANCE MATERIAL, SUBMITTALS [NOT USED]
6 1.9
QUALITY ASSURANCE [NOT USED]
7 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
8 1.11
FIELD CONDITIONS [NOT USED]
9 1.12
WARRANTY [NOT USED]
10
PART2- PRODUCTS
11
2.1
OWNER -FURNISHED PRODUCTS [NOT USED]
12
2.2
EQUIPMENT [NOT USED]
13
2-3
ACCESSORIES [NOT USED]
14
2.4
SOURCE QUALITY CONTROL [NOT USED]
15
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 fracturing adjacent, existing pavement.
28
B. Sawing
29
1. Sawing Equipment.
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 fracture 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,
CrrY OF FORT WO HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 a 02226
0241 15-4
PAVrNG REMOVAL
Page 4 of 6
1 3. Sawcut parallel to the original sawcut in square or rectangular fashion.
2 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw
3 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that
4 joint, edge or lip.
5 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
6 neat, straight line for the purpose of removing the damaged area.
7 C. Remove Concrete Paving and Concrete Valley Gutter
8 1. Sawcut: See 3A.B.
9 2. Remove concrete to the nearest expansion joint or vertical saw cut.
10 D. Remove Concrete Curb and Gutter
I I L Sawcut: See 3.4.13.
12 2. Minimum limits of removal: 30 inches in length.
13 E. Remove Asphalt Paving
14 1. Sawcut: See 3A.B.
15 2. Remove pavement without disturbing the base material.
16 3. When shown on the plans or as directed, stockpile materials designated as
17 salvageable at designated sites.
18 4. Prepare stockpile area by removing vegetation and trash and by providing for
19 proper drainage.
20
F. Milling
21
1. General:
22
a.
Mill surfaces tothe depth shown in the plans or as directed.
23
b.
Do not damage or disfigure adjacent work or existing surface improvements,
24
c.
If milling exposes smooth underlying pavement surfaces, mill the smooth
25
surface to make rough.
26
d.
Provide safe temporary transition where vehicles or pedestrians must pass over
27
the milled edges,
28
e.
Remove excess material and clean milled Surfaces.
29
f
Stockpiling of planed material will not be permitted within the right of way
30
unless approved by the City.
31
g.
If the existing base is brick and cannot be milled, remove a 5 foot it of the
32
existing brick base. See 3.3.G. for brick paving removal.
33
2. Milling
Equipment
34
a.
Power operated milling machine capable of removing, in one pass or two
35
passes, the necessary pavement thickness in a five-foot minimum width.
36
b.
Self-propelled with sufficient power, traction and stability to maintain accurate
37
depth of cut and slope,
38
c.
Equipped with an integral loading and reclaiming means to immediately
39
remove material cut from the surface of the roadway and discharge the cuttings
40
into a truck, al I in one operation.
41
d.
Equipped with means to control dust created by the cutting action.
42
e.
Equipped with a manual system providing for uniformly varying the depth of
43
cut while the machine is in motion making it possible to cut flush to all inlets,
44
manholes, or other obstructions within the paved area.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
0241 15-5
PAVING REMOVAL
Page 5 of 6
1 f.
Variable Speed in order to leave the specified grid pattern,
2 g.
Equipped to minimize air pollution,
3 3. Wedge Milling and Surface Milling
4 a.
Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter
5
at a depth oft inches and transitioning to match the existing pavement (0-inch
6
cut) at a minimum width of 5 feet.
7 b.
Surface Mill existing asphalt pavement to the depth specified,
8 c.
Provide a milled surface that provides a uniform surface free from gouges,
9
ridges, oil film, and other imperfections of workmanship with a uniform
10
textured appearance.
11 d.
In all situations where the existing I.I.M.A.C. surface contacts the curb face, the
12
wedge milling includes the removal of the existing asphalt covering the gutter
13
up to and along the face of curb.
14 e.
Perform wedge or surface milling operation in a continuous manner along both
15
sides of the street or as directed.
16
4, Butt Joint Milling
17
a.
Mill butt joints into the existing surface, in association with the wedge milling
18
operation.
19
b .
Butt joint will provide a full width transition section and a constant depth at the
20
point where the new overlay is terminated.
21
c.
Typical locations for butt joints are at all beginning and ending points of streets
22
where paving material is removed. Prior to the milling of the buttjoints,
23
consult with the City for proper location and limits of thesejoints.
24
d.
Butt Milled joints are required on both sides of all railroad tracks and concrete
25
valley gutters, bridge decks and culverts and all other items which transverse
26
the street and end the continuity of the asphalt surface.
27
e.
Make each butt joint 20 feet long and milled out across the full width of the
28
street section to a tapered depth of 2 inch.
29
f.
Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
30
line adjacent to the beginning and ending points or intermediate transverse
31
items.
32
g.
Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
33
over the bump.
34 G. Remove Brick Paving
35 L Remove masonry paving units to the limits specified in the plans or as directed by
36 the City.
37 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile
38 yard at 3300 Yuma Street or as directed.
39 H. Pavement Pulverization
40 1. Pulverization
41 a. Pulverize the existing pavement to depth of 8 inches, See Section 32 1133.
42 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the
43 base 2 inches,
44 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface.
45 2. Cement Application
46 a. Use 1.5% Portland cement.
47 b. See Section 32 1133.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
N
0241 15-6
PAVrNG REMOVAL
Page 6 of 6
1
3. Mixing: see Section 32 1133.
2
4. Compaction: see Section 32 1131
3
5. Finishing: see Section 32 11 33.
4
6. Curing: see Section 32 1131
5
7. If the existing pavement has a combination of 10 inches of H.M.AC. and crushed
6
stone/gravel:
7
a. Undercut not required
8
b. Pulverize 10 inches deep,
9
c. Remove 2-inch the total pulverized amount.
10
1. Remove speed cushion
11
L Scrape or saws ut speed cushion from existing pavement without damaging existing
12
pavement.
13
3.5
REPAIR [NOT USED)
14
3.6
RE -INSTALLATION [NOT USED]
15
3.7
FIELD QUALITY CONTROL [NOT USED]
16
3.8
SYSTEM STARTUP [NOT USED]
17
3.9
ADJUSTING [NOT USED]
18
3.10
CLEANING [NOT USED]
19
3.11
CLOSEOUT ACTIVITIES [NOT USED]
20
3.12
PROTECTION [NOT USED]
21
3.13
MAINTENANCE [NOT USED]
22
3.14
ATTACHMENTS [NOT USED]
23
END OF SECTION
RE"
W
. . ... ...... ....... .. . . . .. ...... . .. . . . ....... . . .
Revision Log
DATEE
-NAmE SUMMARY OF CHANGE
CrrY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
I
3123 16-3
UNCLASSIFIED EXCAVATION
Page 3 of 4
I b. Provide an affidavit that rights have been secured to store the materials on
2 private property.
3 c. Provide erosion control in accordance with Section 3125 00.
4 d. Do not block drainage ways.
5 1.11 FIELD 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 warranty of accuracy or continuity between soils. It
9 is expressly understood that neither the City nor the Engineer will be responsible
10 for interpretations or conclusions drawn there from by the Contractor.
11 2. Data is made available for the convenience of the Contractor.
12 1.12 WARRANTY (NOT USED)
14 2.1 OWNER -FURNISHED [NOT USED]
15 2.2 PRODUCT TYPES AND MATERIALS
16 A. Materials
17 1. Unacceptable Fill Material
18 a. In -situ soils classified as NIL, MH, PT, OL or OH in accordance with ASTM
19 D2487
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USEDI
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION [NOT USED]
24 3.4 CONSTRUCTION
25
&
Accept ownership of unsuitable or excess material and dispose of material off -site
26
accordance with local, state, and federal regulations at locations.
27
B.
Excavations shall be performed in the dry, and kept free from water, snow and ice
28
during construction with eh exception of water that is applied for dust control.
29
C.
Separate Unacceptable Fill Material from other materials, remove from the Site and
30
property dispose according to disposal plan.
31
D.
Maintain drainage in the excavated area to avoid damage tote roadway sections and
32
proposed or existing structures.
33
E.
Correct any damage tothe subgrade caused by weather, at no additional cost to the
34
city.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
a
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A
I
I
7
:3123 16 - 4
UNCLASSIFIED EXCAVATION
Page 4 of 4
I R Shape slopes to avoid loosening material below or outside the proposed grades,
2 Remove and dispose of slides as directed.
3 G. Rock Cuts
4 1. Excavate to finish grades.
5 1 In the event of over excavation due to contractor error below the lines and grades
6 established in the Drawings, use approved embankment material compacted in
7 accordance with Section 31 24 00 to replace the over excavated at no additional
8 cost to City.
9 H. Earth Cuts
10 1. Excavate to finish subgrade
11 2. In the event of over excavation due to contractor error below the lines and grades
12 established in the Drawings, use approved embankment material compacted in
13 accordance with Section 3124 00 to replace the over excavated at no additional
14 cost to City.
15 3. Manipulate and compact subgrade in accordance with Section 3124 00.
16 3.5 REPAIR [NOT 'USED1
17 3.6 jAF-INSTALLATION [NOTUSED1
18 3.7 FIELD QUALITY CONTROL
19
A. SubgradeTolerances
20
14 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 expense to the City,
23
3.8
SYSTEM STARTUP [NOT USED]
24
3.9
ADJUSTING [NOT USED]
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]
im
ICJ
0929SWAM
Revision Log
DATE:77 NAME SUMMARY OF CIIANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'rs
11MAC SURFACE OVERLAY (2014-2)
02226
Revised My 1, 2011
Y
3 PART1- GENERAL
4 1.1 SUN"AARY
5
6
7
8
9
10
I
I
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
32 If 33-1
CEMENT TREATED BASE COURSES
Page I of 7
SECTION 32 1133
CEMENT TREATED BASE COURSES
A. Section Includes
1. Treating subgrade, subbase and base courses by the pulverization, addition of
cement, mixing and compacting the mix material to the required density.
2. Item applies to the natural ground, embankment, existing pavement, base or
subbase courses placed and shall conform to the typical section, lines and grades
shown on the plans.
B. Deviations from City of Fort 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 I - General Requirements
3. Section 32 1126 - Flexible Base Courses
A. Measurement and Payment
1. Measurement
a. Cement: measure by the ton (dry weight).
b. Cement Treatment
1) Measure by the square yard of surface area.
2) The dimensions for determining the surface area is established by the
widths shown on the plans and the lengths measured at placement,
2. Payment
a. Cement: paid for at the unit price bid and full compensation for:
1)
furnishing the material
2)
all freight involved
3)
all unloading, storing, and handling
b. Cement Treatment: based on the work performed and placed and includes full
compensation for:
1)
pulverizing or providing the soil material;
2)
handling, hauling and spreading dry or slurry cement;
3)
mixing the cement with the soil either in -place or in a mixing plant;
4)
furnishing, hauling and mixing water with the soil -cement mixture;
5)
spreading and shaping the mixture:; compacting the mixture, including all
rolling required for compaction;
6)
surface finishing;
7)
water and sprinkling;
8)
curing;
9)
and for all manipulation, labor, equipment, appliances, tools and incidentals
necessary to complete the work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION
HMAC SURFACE OVERLAY (2014-2)
SPECIRCATION DOCUMENTS 02226
Revised July 1, 2011
32 1133-2
CEMENT TREATED BASE COURSES
o
Page 2 of 7
1
1.3 REFERENCES
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 International (ASTM):
7
a. C150, Standard Specification for Portland Cement
W,
8
b. D698, Standard Test Methods for I...aboratory Compaction Characteristics of
9
Soil Using Standard Effort (12 400 ft-lbf/f13 (600 kid-rn/m3))
10
3. Texas Department of Transportation (TxD0'1)
1.1
a. Tex- 10 1 .-E, Preparing soil and flexible base materials for testing
12
b. Tex- 140-E, Measuring thickness of paving layers
0
1.4 ADMINISTRATIVE REQUIREMENTS INOT USED]
14
1.5 ACTION SUBMITTALS [NOT USED]
15
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
16
1.7 CLOSEOUT SUBMITTALS INOT USED]
17
1.8 MAINTENANCE MATERIAL suBmiTTLAS INOT USED]
18
1.9 QUALITY ASSURANCE INOT USED]
19
1.10 DELIVERY, STORAGE, AND HANDLING
20
A. Truck Delivered Cement
21
1. Each truck ticket shall bear the weight of cement measured on certified scales.
22
2. Submit delivery tickets, certified by supplier, that include weight with each bulk
23
delivery 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 artificial heat.
28
C. Suspend application when the City determines that weather conditions are unsuitable.
pr
29
1.12 WARRANTY [NOT USED]
30
PART2- PRODUCTS
31
2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
32
2.2 MATERIALS
33
A. General
34
1. Furnish uncont, arninated materials of uniform quality that meet the requirements of
35
the plans and specifications.
36
2. Notify the City of the proposed material sources and of changes to material sources.
A
37
3. Obtain verification from the City that the specification requirements are met before
38
using the sources.
rll/ 11
crTY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDAR13 CONSTRUCTION SPI.-,CIFICATION DOCUMENTS 02226
Revised July 1, 2011
Z
M
32 1133-3
CEMENT TREATED BASE COURSES
Page 3 of 7
1 4. The City may sample and test project materials at any time before compaction.
2 B. Cement: ASTM C 150 Type 1, 11 or IP.
3 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32
4 11 26 for the type and grade shown on the plans, before the addition of cement.
5 D. Water: Furnish water free of industrial wastes and other objectionable material.
6 2.3 ACCESSORIES [NOT USED)
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
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
15
16
17
18
19
20
21
22
23
A. General
1. Produce a completed course of treated material containing:
a. uniform Portland cement mixtore, free from loose or segregated areas.
b. uniform density and moisture content.
c. well bound for full depth.
d. with smooth surface and suitable for placing subsequent courses.
2. Maximum layer depth of cement treatment in single layer, 8 inches,
3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
compact and finish in equal layers not exceeding 5 inches deep,
B. Equipment
1. Provide machinery, tools, and equipment necessary for proper execution of the
work.
2. Rollers:
a. The CONTRACTOR may use any type of roller to meet the production rates
and quality requirements of the Contract unless otherwise shown on the plans
or directed.
b. When specific types of equipment are required, use equipment that meets the
specified requirements.
c. Alternate Equipment.
1) Instead of the specified equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces equivalent results.
2) Discontinue the use of the alternate equipment and furnish the specified
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipment if production rate
and quality requirements of the Contract are not met.
3. Slurry Equipment.
a. Use slurry tanks equipped with agitation devices for cement application.
CITY OF rORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFicATiON DOCUMENTS 02226
Revised July 1, 2011
'Ala
I
F
32 1133• 4
CEMENT TREATED BASE COURSES
Page 4 of 7
I b. The City may approve other slurrying methods,
2 c. Provide a pump for agitating the slurry when the distributor truck is not
3 equipped with an agitator.
4 4. Pulverization Equipment.
5 a. Provide pulverization equipment that:
6 1) cuts and pulverizes material uniformly to the proper depth with cutters that
7 plane to a uniform surface over the entire width of the cut,
8 2) provides a visible indication of the depth of cut at all times, and
9 3) uniformly mixes the materials,
10 C. Pulverization
11 1. Pulverize or scarify existing material after shaping so that 100 percent by dry
12 weight passes a I inch sieve, and 80 percent by dry weight passes a No. 4 sieve
13 exclusive of gravel or stone retained in sieves.
14 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2
15 inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or
16 stone retained in sieves,
D. Cement Application
18
1.
Spread by an approved dry or slurry method uniformly on the soil at the rate
19
specified on the plans
20
2.
If a bulk cement spreader is used, position by string lines or other approved method
21
during spreading to insure a uniform distribution of cement.
22
3.
Apply to an area that all the operations can be continuous and completed in daylight
23
within 6-hours of initial application.
24
4.
Do not exceed the quantity of cement that permits uniform and intimate mixture of
25
soil and cement during dry -mixing operations
26
5.
Do not exceed the specified optimum moisture content for the soil and cement
27
mixture.
28
6.
No equipment, except that used in the spreading and mixing, allowed to pass over
29
the freshly spread cement until it is mixed with the soil.
30 E. Mixing
31 1. Thoroughly mix the material and cernent using approved equipment.
32 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free
33 from all clods and lumps.
34 1 Keep mixture within moisture tolerances throughout the operation.
35 4. Spread and shape the completed mixture in a uniform layer.
36 5, After mixing, the City samples the mixture at roadway moisture and test in
37 accordance edit Tex. 101 E, Part 111, to determine compliance with the gradation
38 requirements in Table 1.
crry OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCTWENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
12
32 1133-5
CEMENT TREATED BASE COURSES
Page 5 of 7
Table 1
2 Gradation Requirements Minimum % Passing
Sieve Size Base
1-3/4 in, 100
3/4 im 95
No., 4 60
..........
3 F. Compaction
4 1. Prior to the beginning of compaction, the mixture shall be in a loose condition for
5 its full depth.
6 2. Compact material to at least 95-percent of the maximum density as determined by
7 ASTM D698.
8 3. At the start of compaction, the percentage of moisture in the mixture and in un-
9 pulverized soil lumps shall be less than the quantity which shall cause the soil-
10 cement mixture to become unstable during compaction and finishing.
11 4. When the uncompacted soil -cement mixture is wetted by rain so that the average
12 moisture content exceeds the tolerance given at the time of final compaction, the
13 entire section shall be reconstructed in accordance with this specification at the sole
14 expense of the CONTRACTOR.
15 5. The specified optimum moisture content and density shall be determined in the
16 field on the representative samples of soil -cement mixture obtained from the area
17 being processed.
18 6. Final moisture content shall be within minus-2 to plus-4-of-optimum.
19 7. Begin compaction after mixing and after gradation and moisture requirements have
20 been met.
21 8. Begin compaction at the bottom and continue until the entire depth of the mixture is
22 uniformly compacted.
23 9. Uniformly compact the mixture to the specified density within 2-hours.
24 10. After the soil and cement mixture is compacted uniformly apply water as needed
25 and thoroughly mix in.
26 1 L Reshape the surface to the required lines, grades and cross section and then lightly
27 scarify to loosen any imprint left by the compacting or shaping equipment.
28 G. Maintenance
29 1. Maintain the soil -cement treatment in good condition from the time it first starts
30 work until all work shall is completed.
31 2. Maintenance includes immediate repairs of any defect that may occur after the
32 cement is applied,
33 3. Maintenance work shall be done by the coNrRACTOR at the CONTRACTOR'S
34 expense and repeated as often as necessary to keep the area continuously intact.
35 4. Repairs are to be made in such a manner as to insure restoration of a uniform
36 surface for the full depth of treatment.
37 5. Remedy any low area of treated subgrade by scarifying the surf -ace to a depth of at
38 least 2 inches, filling the area with treated material and compacting.
39 6. Remedy any low area of subbase or base shall by replacing the material for the full
40 depth of subbase or base treatment rather than adding a thin layer of stabilized
41 material tothe completed work,
42 H. Finishing
CTTY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
t
001
32 11 33 6
CEMENT TREA'[T-,D BASE COURSES
Page 6 of 7
I
L
After cornpleting compaction of the final course, clip, skin, or tight -blade the
2
surface of the cement -treated material with a rnaintainer or subgrade trimmer to a
3
depth of approximately 1/4 inch.
4
2.
Remove loosened material and dispose of at an approved location,
5
1
Roll the clipped surface immediately with a pneumatic tire roller adding small
6
increments of moisture as needed and until a smooth surface is attained,
7
4.
Adds all amounts of water as needed during rolling. Shape and maintain the
8
course and surface in conformity with the typical sections, lines, and grades shown
9
on the plans or as directed.
to
5.
Surface compaction and finishing shall proceed in such a manner as to produce, in
11
not more than 2-hours, a smooth, closely it surface, free of cracks, ridges or loose
12
material, conforming to the drawn grade and line shown on the plans,
13
6.
After the final layer or course oft e cement modified soil has been compacted, it
14
shall be brought to the required lines and grades in accordance with the typical
1.5
sections.
1.6
T
The completed section shall then be finished by rolling with a pneumatic tire or
17
other suitable roller sufficiently to create micro cracking.
18 1. Curing
19 1. General
20 a. Cure for at least 72 hours,
21 b. Maintain the moisture content during curing at no lower than 2 percentage
22 points below optimurn,
23 1 Curing method depends on finished pavement type:
24 a. Concrete pavement:
25 1) Sprinkle with water
26 2) Maintain moisture during curing
27 3) Do not allow equipment on the finished course during curing except as
28 required for sprinkling, unless otherwise approved.
29 b. Asphalt Pavement:
30 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard.
31 2) Do not allow equipment on the finished course during curing
32 3. Continue curing until paving operations begin,
33 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
34 3.6 RE -INSTALLATION [NOT USED]
35 3.7 FIELD QUALITY CONTROL
36 A. Density Test
37 1, City Project Representative must be on site during density testing
38 2. City to measure density of cement treated base course in accordance with ASTM
39 D693 8,
40 3. Spacing directed by City (I per block minimum).
41 4. City Project Representative determines density testing locations,
42 B. Depth Test
crry OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
EN
w
32 II33®7
CEMENT TREATED BASE COURSES
Page 7 of 7
1. Take minimum of one core per 500 linear feet per each direction of travel
staggering test location in each lane to determine in -place depth.
2. City Project Representative determines depth testing locations.
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
®ATE—T I1AME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DM.JMEIFrS
Revised July I „ 7011
32 12 M -I
ASPHALT PAVfNG
Page I of 23
I SECTION 32 12 16
2 ASPHALT PAVING
3 PARTI- GENERAL
P" 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. Standard Detail
8 1. H.M.A,C, Pavement Construction Details
9 C. Deviations from City of Fort Worth Standards
10 1. None
11 D. 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 I - General Requirements
14 3. Section 32 01 17 permanent Asphalt Paving Repair
15 1.2 PRICE AND PAYMENT PROCEDURES
16
A. Measurement and Payment
17
1. Measurement
18
a.
Asphalt pavement: measure by the square yard of completed and accepted
19
asphalt pavement in its final position for various thicknesses and types,
20
b.
14.M.A.C. Transition: measure by the ton of composite hot mix.
21
c.
Asphalt Base Course: measure by the square yard of completed and accepted in
22
its final position for various thicknesses,
23
d.
II.M,A.C. Pavement Level Up.- measure by the ton of completed and accepted
24
in its final position,
25
e.
11M.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 corrective action,
35
f.
equipment, labor, tools
36
&
trial batches,
37
h.
tack coat,
39
i.
removal and/or sweeping excess material.
17
MY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
2
3
4
5
6
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10
11
12
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32
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42
43
44
45
3212 16-2
ASPHALT PAVING
1.3 REFERENCES Page 2 of 23
A. Abbreviations and Acronyms
1. RAP (reclaimed asphalt pavement)
2. SAC (surface aggregate classification)
3. BRSQC (Bituminous Rated Source Quality Catalog)
4. AQMP (Aggregate Quality Monitoring Program)
5. H.M.A,C, (Hot Mix Asphalt Concrete)
6. WMA (Warm Mix Asphalt)
I . Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. National Institute of Standards and Technology (NIST)
a. Handbook 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 Elastic Recoveryof Bituminous
Materials by Ductilometer
4. American Association of State Highway and 'Transportation Officials
a. MP2 Standard Specification for Superpave Volumetric Mix Design
b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
(HMA)
c. T 201, Kinematic Viscosity of Asphalts (Bitumens)
d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
Viscometer
e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
Using Rotational Viscometer
f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
Binder Using the Bending Beam Rheometer (BBR)
5. Texas Department of Transportation
a. Bituminous Rated Source Quality Catalog (BRSQC)
b. TEX 100-E, Surveying and Sampling Soils for Highways
c. Tex 106-E, Calculating, the Plasticity Index of Soils
d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils
e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
f. Tex 203-F, Sand Equivalent Test
& Tex-204-F, Design of Bituminous Mixtures
h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures
i. Tex 217-F, Determining 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
i. 'rex-243-F, Tack Coat Adhesion
m. Tex-244-F, Thermal profile of Hot Mix Asphalt
n. Tex 280-F, Determination of Flat and Elongated Particles
CITY OF FORT WORT14 HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
r
I
o.
Tex 406-A, Material Finer Than 75 Rm (No. 200) Sieve in Mineral Aggregates
2
(Decantation Test for Concrete Aggregates)
3
p.
Tex 408-A, Organic Impurities in Fine Aggregate for Concrete
4
q.
Tex 4 10-A, Abrasion of Coarse Aggregate using the Los Angeles Machine
5
r.
Tex 411 -A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
6
s.
Tex 460-A, Deterrnining Crushed Face Particle Count
7
t.
Tex 46 1-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion
8
u.
Sulfate
9
v.
Tex-530-C, Effect of Water on Bituminous Paving Mixtures
10
w.
Tex-540-C, Measurement of Polymer Separation on Heating in Modified
11
Asphalt Systems
12
x.
Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
13
y.
Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales
14
z.
Tex.-92 I -K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
15
aa.
Tex 923-K, Verif=ying the Accuracy of Liquid Additive Metering Systems
16
1.4 ADMINISTRATTIVE
REQUIRE'MENTS (NOT USED]
17
1.5 ACTION SUBMITTALS [NOT USED]
18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.I.
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 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD CONDITIONS
25 A. Weather Conditions
26 1. Place mixture when the roadway surface temperature is equal to or higher than the
27 temperatures listed in Table 1.
28 Table 1
29 Minimum Pavement Surface Tent
. . . . ......
Minimum Pavement Surface Temperatures in
D.....e reel Fahrenheit
Originally Specified High Subsurface Layers or Surface Layers Placed in
Temperature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 45 50
ISO
PG 70 55� 60'
PG 76 or high�e 601 60'
. . .. . .
. ........ . ..... ——. . 1—...... ...... . . ..... .
crry OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD coNsTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
32 12 16-4
ASPHALT PAVING
Page 4 of 23
1 1, Contractors may pave at temperatures I O'F lower than the values shown in Table 1
2 when utilizing a paving process including M" or equipment that eliminates thermal
3 segregation. In such cases, the contractor must use either a hand held thermal camera
4 or a hand held infrared thermometer operated in accordance with Tex-244-F to
5 demonstrate to the satisfaction of the City that the uncompacted at has no more than
6 10' F of thermal segregation.
8 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
9 and moisture conditions of the roadway surface are suitable in the opinion of the
10 City,
12 1.12 WARRANTY [NOT USED]
13 PART2- PRODUCTS
14 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
M
16
17
18
!9
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
2.2 MATERIA
A. General]:
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications.
2. Notify the City of all material sources.
3. Notify the City before changing any material source or formulation.
4. When the CONTRACTOR makes a source or formulation change, the City will
verify that the requirements of this specification are met and may require a new
laboratory mixture design, trial batch, or both.
5. The City may sample and test project materials at any time during the project to
verify compliance.
6. The depth oft e compacted lift should be at least two times the nominal maximum
aggregate size.
General:
a. Furnish aggregates from sources that confort'n to the requirements shown in
Table 1, and as specified in this Section, unless otherwise shown on the plans,
b. Provide aggregate stockpiles that meet the definition in this Section for either
coarse aggregate or fine aggregate.
c. When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
stockpiles in accordance with this Section,
d. Aggregate from RAP is not required to meet Table 2 requirements unless
otherwise shown on the plans.
e. Supply mechanically crushed gravel or stone aggregates that meet the
definitions in Tex 100 E.
f. Samples must be from materials produced for the project.
g. The City will establish the surface aggregate classification (SAC) and perform
Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (20R4-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
1
321216 5
ASPHALT PAVrNG
Page 5 of 23
1
h. Perform all other aggregate quality tests listed in Table 2.
2
i. Document all test results on the mixture design report.
3
j. The City may perform tests on independent or split samples to verify
4
CONTRACTOR test results.
5
k. Stockpile aggregates for each source and type separately and designate for the
6
city.
7
to Determine aggregate gradations for mixture design and production testing
8
based on the washed sieve analysis given in Tex 200 F, Part 11.
9
Table 2
4re& A te Qi fity Requirements 'gg
t n
rty �-_�Re uirement
C Dares re ate
SAC
AQMP
As shown oon lans
Deleterious materia],.p�r�e�
'rex-217-F, Part 1
1.5
Decantation, percent, max
Part I
Tex-217-F, Pa 1
1.5
max
Tex-4 6 1 -A
Note 1
Los A_jg��, perc�nt,
Tex-41 O-A
40
1/Ca nesium sulfate soundness 5 CyS1esperc,cnt, max
,---Tex.-4..l I
Coarse aggregate angularity, 2 crushed faces,
Tex 460-A, Part 1
85'
percent, ruin
Flat and elongated particles (,D 5: 1., yercent,
Tex-280-F
10
Aggregate
Linear !h! ink�, erjcc , max
Combined Ae ate
o—Sand eq�jiv�]�en pSrcent,'rmn --.,—T( —45
1. Not used for acceptance purposes, Used by the City as an indicator of the need for further investigation.
2. Unless otherwise shown on the plans.
I Unless otherwise shown on the plans. Only applies to crushed gravel.
10
m. Coarse Aggregate.
1.1
1) Coarse aggregate stockpiles must have no more than 20 percent material
12
passing the No. 8 sieve.
13
2) Maximum aggregate size should not be over half of the proposed lift depth
14
to prevent particle on particle contact issues.
15
3) Provide aggregates from sources listed in the BRSQC.
16
4) Provide aggregate from nonlisted sources only when tested by the City
17
arid/or approved before use,
18
5) Allow 30 calendar days for the City to sample, test, and report results for
19
nonlisted sources.
20
6) Class B aggregate meeting all other requirements in Table 2.may be
21
blended with a Class A aggregate in order to meet requirements for Class A
22
materials.
23
7) When blending Class A and B aggregates to meet a Class A requirement,
24
ensure that at least 50 percent by weight of the material retained on the
25
No. 4 sieve comes from the Class A aggregate source.
26
8) Blend by volume if the bulk specific gravities of the Class A and B
27
aggregates differ by more than 0.300.
CrTY OF FORT WORTH HMAC SIJRFACE OVERLAY (2014-2)
STANDARD CONSTRMTION SPECIFICATION DOCIMENTS 02226
irr
Revised July 1, 2011
2
10) For blending purposes, coarse aggregate from RAP will be considered as
3
Class B aggregate.
4
11) Provide coarse aggregate with at least the minimum SAC shown on the
5
plans.
6
12) SAC require tints 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, broken, or crushed asphalt pavement,
9
1) No RAP permitted for TYPE D H.M.A.C.
10
2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise
11
shown on the plans,
12
3) Crush or break RAP so that 100 percent of the particles pass the 2 inch
13
sieve.
14
4) RAP from either CONTRACTOR or City, including RAP generated during
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) Perform other tests on RAP when shown on 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 dirt or other objectionable materials.
24
10) Do not use the RAP if the decantation value exceeds 5 percent and the
25
plasticity index is greater than 8.
26
11) Test the stockpiled RAP for decantation in accordance with the laboratory
27
method given in Tex-406-A, Part 1.
28
12) Determine the plasticity index using Tex-106-E if the decantation value
29
exceeds 5percent.
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 stockpiles with City-
33
owned RAP stockpiles.
34
15) Remove unused CONTRACTOR -owned RAP material from the project
35
site upon completion of the project,
36
16) Return unused City -owned RAP to the designated stockpile location.
37
o. Fine Aggregate.
38
1) 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 free from organic impurities.
41
4) The City may test the fine aggregate in accordance with Tex-408-A to
42
verify the material is free from 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 from coarse aggregate
46
sources that meet the requirements shown in Table 2, unless otherwise
47
approved.
C[1'Y OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
I
STANDARD CONSTRUCTION SPECIFICATION DWJMF.,NTS I,
02226
Revised July 1, 2011
32 12 16•- 7
ASPHAI;TPAVING
Page 7 of 23
1 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the
2 stockpile and verify that it meets the requirements in Table I for coarse
3 aggregate angularity (Tex-4(i0-A) and flat and elongated particles
4 ('1'ex-280-F),
"MAM"
Gradation Rec irements_for yine Agg.re 90
percent Passing by Weight or
Sieve Size Volume
7 0-10 0
--------- -- 0-,30--
2aa
5
6 2. Mineral Filler. Mineral filler consists of finely divided mineral matter such as
7 agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is
8 allowed unless otherwise shown on the plans, Do not use more than 2 percent
9 hydrated lime or cement, unless otherwise shown on the plans. The plans may
10 require or disallow specific mineral fillers, When used, provide mineral filler that:
11 a. is sufficiently dry, free -flowing, and free from clumps and foreign matter;
12 b. does not exceed 3 percent linear shrinkage when tested in accordance with
13 Tex- 107-13; and meets the gradation requirements in Table 4.
14 Table 4
Is Gradation Requirement-, for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
. . . .......... . . ..
#8 . 100
#200 55-100
. . ............. . .. . .. . .. .......... . . . ........... . . . . ..... . . . .
16
17 3, Baghouse Fines. Fines collected by the baghouse or other dust -collecting equipment
18 may be reintroduced into the mixing drum.
19 4, Asphalt Binder. Furnish the type and grade of performance -graded (PG) asphalt
20 binder specified as follows:
21 a. Performance-(.3raded Binders. PG binders must be smooth and homogeneous,
22 show no separation when tested in accordance with'rex-540-C, and meet
23 Table 5 requirements.
MY OF FORT WORTH
STANDARD CONSTRUCTION SPI.-.CIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
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18
19
20
21
22
23
24
25
26
27
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29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
b. Separation testing is not required if
1) a modifier is introduced separately at the mix plant either by injection in the
asphalt line or mixer,
2) the binder is blended on site in continuously agitated tanks, or binder
acceptance is based on field samples taken from an in -line sampling port at
the hot mix plant after the addition of modifiers.
5. Tack Coat:
a. Unless otherwise shown on the plans or approved, furnish CSS-111, SS-111, or a
PG binder with a minimum high -temperature grade of PG 58 for tack coat
binder in accordance with Section 2,2,A.5.
6. Additives.
a. General:
1) When shown on the plans, use the type and rate of additive specified.
2) Other additives that facilitate mixing or improve the quality of the mixture
may be allowed when approved,
b. Liquid Antistripping Agent,
1) Furnish and incorporate all required asphalt antistripping agents in asphalt
concrete paving mixtures and asphalt -stabilized base mixtures to meet
moisture resistance testing requirements.
2) Provide a liquid antistripping agent that is uniform and shows no evidence
of crystallization, settling, or separation,
3) Ensure that all liquid antistripping agents arrive in:
a) properly labeled and unopened containers, as shipped from the
manufacturer, or
b) sealed tank trucks with an invoice to show contents and quantities,
c) Provide product information to the City including:
(1) Material safety data sheet
(2) Specific gravity of the agent at the manufacturer's recommended
addition temperature,
(3) Manufacturer's recommended dosage range, and
(4) Handling and storage instructions.
4) Addition of lime or a liquid antistripping agent at the Mix Plant,
incorporate into the binder as follows-,
a) Handle in accordance with the manufacturer's recommendations.
b) Add at the manufacturer's recommended addition temperature.
c) Add into the asphalt line by means of an in -line -metering device.
c. Liquid Asphalt Additive Meters.
1) Provide a means to check the accuracy of meter output for asphalt primer,
fluxing material, 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 percent,
7. Mixes
a. Design Requirements:
1) Unless otherwise shown on the plans, use the typical weight design
example given in Tex.-204-F, Part 1, to design a mixture meeting the
requirements listed in Tables 2 through 8.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
r
r
2
7
8
9
➢0
➢➢
1
➢3
➢4
➢5
➢6
➢7
➢8
➢9
20
2➢
22
23
24
25
26
321216-11
ASPHALT PA,VGNG
Page I I of 23
2) furnish the City with representative samples of all materials used in the
mixture design.
3) The City will verify the mixture design.
4) If the design cannot be verified by the City, furnish another mixture design.
Table 6
Master Gradation Bands ( percent Passim by Weight or Volume)
and Volumetric Properties
Sieve
D
Size
z
Fine
Coarse
Fine
Base
Surface
Surface
1 PO
9,0-1 0.0
3/4"
844-98.0
95.0-100.0
1/2°°
_
98m0-10.0
3/8
60.0.-80.0
70.0-85.0
___.__..._...
85.0 -100.0
#4
40.0_-.60. _
43.0-63.0
50.0-70.0
#8
29,0---43.0
_.3 0-44.0
35,(, 6.O
#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.
2.0-7.0
2a0-7.0
percent Minimum
mT)esin
13.0 14.0 15,0
Plant -Produced VMA, percent Minimum
I2.0 1300 I4,0
➢. Voids in Mineral Aggregates.
Table 7
Lahorato Mixture Deli n Properties
_m.._ _..__........._... ___............. _ ___
Test
Property Method Requirement
____ __.___ _._..........._._...__. _ __._......... ___... _ _......._....._IT_._._.
Tar et laabborator -molded dens i percent „m Tex-207-F 96
..__.__...._.__._........
Tensile strength (dry), psi (molded to 93 '
percent 1 ercent densi Tex-226-I" 85--200
__ __t ±Lp .scent dens ?.._........... __._........ _ __.........._.. _
oil test l"ex. 530-C
.. _ _ ..............._,..___. .. _ _ ......... __.
I. 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. WNLA is defined as additives or processes that allow a reduction in the
temperature at which asphalt mixtures are produced and placed.
b® WMA is allowed for use at the CU1*+C' C"I'OR's option unless otherwise
shown on the plans.
c. Produce an asphalt mixture within the temperature range of 215 degrees F an
275 degrees P.
C:"rrY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
1- MA.C, SURFACE OVERLAY (2014-2)
02226
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32 12 16-12
ASPHALT PAVING
Page 12 of 23
d. When WMA is not required as shown on plans, produce an asphalt mixture
within the temperature range of 215 degrees F and 275 degrees
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION
10 A. Hauling Operations
11 I . Before use, clean all truck beds to ensure mixture is not contaminated.
12 2. When a release agent is necessary to coat truck beds, use a release agent approved
13 by the City.
14 3. Petroleum based products, such as diesel fuel, should not be used.
15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or
16 cover the truck bed with tarpaulin.
17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
20 A. Equipment.
21 1.. General:
22 a. Provide required or necessary equipment to produce, haul, place, compact, and
23 core asphalt concrete pavement.
24 b. Ensure weighing and measuring equipment complies with specification.
25 c. Synchronize equipment to produce a mixture meeting the required proportions,
26 2. Production Equipment:
27 a. Provide:
28 1) drum -mix type, weigh -batch, or modified weigh -batch mixing plants that
29 ensure a uniform, continuous production;
30 2) automatic proportioning and measuring devices with interlock cut-off
31 circuits that stop operations if the control system malfunctions;
32 3) visible readouts indicating the weight or volume of asphalt and aggregate
33 proportions;
34 4) safe and accurate means totake required samples by inspection forces;
35 5) permanent means to check the output of metering devices and to perform
36 calibration and weight checks;
37 6) additive -feed systems to ensure a uniform, continuous material flow in the
38 desired proportion,
39 3. Weighing and Measuring Equipment,
40 a. General.
CrrY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
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ASPHALT PAVING
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1
1)
Provide weighing and measuring equipment for materials measured or
2
proportioned by weight or volume.
3
2)
Provide certified scales, scale installations, and measuring equipment
4
meeting the requirements of NIT Handbook 44, except that the required
5
accuracy must be 0.4 percent of the material being weighed or measured.
6
3)
Furnish leak -free weighing containers large enough to hold a complete
7
batch of the material in measured.
8
b.
Truck Scales.
9
1)
Furnish platform truck scales capable of weighing the entire truck or truck-
10
trailer combination in a single draft.
11
c.
Aggregate Batching Scales.
12
1)
Equip scales used for weighing aggregate with a quick adjustment at zero
13
that provides for any change in tare.
14
2)
Provide a visual means that indicates the required weight for each
15
aggregate.
16
d.
Suspended Hopper.
17
1)
Provide a means for the addition or the removal of small amounts of
18
material to adjust the quantity to the exact weight per batch.
19
2)
Ensure the scale equipment is level,
20
e.
Belt Scales.
21
1)
Use belt scales for proportioning aggregate that are accurate to within 1.0
22
percent based on the average of 3 test runs, where no individual test run
23
exceeds 2.0 percent when checked in accordance with Tex-920-K.
24
f.
Asphalt Material Meter.
25
1)
Provide an asphalt material meter with an automatic digital display of the
26
volume or weight of asphalt material.
27
2)
Verify the accuracy of the meter in accordance with Tex-92 I -K.
28
3)
When using the asphalt meter for payment purposes, ensure the accuracy of
29
the meter is within 0.4 percent.
30
4)
When used to measure component materials only and not for payment,
31
ensure the accuracy of the meter is within 1.0 percent.
32
g.
Liquid Asphalt Additive Meters,
33
1)
Provide a means to check the accuracy of meter output for asphalt primer,
34
fluxing material, and liquid additives.
35
2)
Furnish a meter that reads in increments of 0. 1 gallon or less,
36
3)
Verify accuracy of the meter in accordance with Tex-923-K.
37
4)
Ensure the accuracy of the meter within 5.0 percent.
38
4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements
39
below,
40
a.
Aggregate Feed System.
41
1)
Provide:
42
a) a minimum of I cold aggregate bin for each stockpile of individual
43
materials used to produce the mix;
44
b) bins designed to prevent overflow of material-,
45
c) scalping screens or other approved methods to remove any oversized
46
material, roots, or other objectionable materials;
47
d) a feed system to ensure a uniform, continuous material flow in the
48
desired proportion to the dryer;
49
e) an integrated means for moisture compensation;
CITY OF FORT NVORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
to
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
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ASPHALT PAVING
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f) belt scales, weigh box, or other approved devices to measure the weight
oft e combined aggregate; and
g) cold aggregate bin flow indicators that automatically signal interrupted
material flow.
b. Reclaimed Asphalt Pavement (RAP) Feed System,
1) Provide a separate system to weigh and feed RAP into the hot mix plant.
c, Mineral Filler Feed System.
1) Provide a closed systern for mineral filler that maintains a constant supply
with minimal loss of material through the exhaust system.
2) Interlock the measuring device into the automatic plant controls to
automatically adjust the supply of mineral filler to plant production and
provide a consistent percentage to the mixture,
d. Heating, Drying, and Mixing Systems,
1) Provide:
a) a dryer or mixing system to agitate the aggregate during heating;
b) a heating system that controls the temperature during production to
prevent aggregate and asphalt binder damage;
c) a heating system that completely bums fuel and leaves no residue; and
d) a recording thermometer that continuously measures and records the
mixture discharge temperature,
e) Dust collection system to collect excess dust escaping from the drum.
e. Asphalt Binder Equipment.
I) Supply equipment to heat binder to the required temperature.
2) Equip the heating apparatus with a continuously recording thermometer
located at the highest temperature point.
3) Produce a 24 hour chart of the recorded temperature.
4) Place a device with automatic temperature compensation that accurately
meters the binder in the line leading tothe mixer.
5) Fumish a sampling port on the line between the storage tank and mixer.
Supply an additional sampling port between any additive blending device
and mixer.,
f. Mixture Storage and Discharge,
I) Provide a surge -storage system to minimize interruptions during operations
unless otherwise approved.
2) Fumish a gob hopper or other device to minimize segregation in the bin.
3) Provide an automated system that weighs the mixture upon discharge and
produces a ticket showing:
a) date,
b) project identification number,
c) plant identification,
d) mix identification,
e) vehicle identification,
f) total weight of the load,
g) tare weight of the vehicle,
h) weight of mixture in each load, and
i) load number or sequential ticket number for the day,
g. Truck Scales.
1) Provide standard platfonn scales at an approved location,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICA,rION EX)CUMENTS 02226
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
32 12 16- 15
ASPHALT PAVrNG
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5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
"Drum -Mix Plants," except as required below,
a. Screening and Proportioning.
1) Provide enough hot bins to separate the aggregate and to control
proportioning of the mixture type specified.
a) Supply bins that discard excessive and oversized material through
overflow chutes.
b) Provide safe access for inspectors to obtain samples from the hot bins.
b. Aggregate Weigh Box and Batching Scales,
1) Provide a weigh box and batching scales to hold and weigh a complete
batch of aggregate.
2) Provide an automatic proportioning system with low bin indicators that
automatically stop when material level in any bin is not sufficient to
complete the batch.
c. Asphalt Binder Measuring System.
1) Provide bucket and scales of sufficient capacity to hold and weigh binder
for I batch.
d. Mixer.
1) Equipment mixers with an adjustable automatic timer that controls the dry
and wet mixing period and locks the discharge doors for the required
mixing period.
2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section
2.2.B.5. "Weigh -Batch Plants," except asspecifically described below.
a. Aggregate Feeds.
1) Aggregate control is required at the cold feeds. of bin screens are not
required.
b. Surge Bins.
1) Provide I or more bins large enough to produce I complete batch of
mixture.
c. Hauling Equipment.
1) Provide trucks with enclosed sides to prevent asphalt mixture loss.
2) Cover each load of mixture with waterproof tarpaulins,
3) Before use, clean all truck beds to ensure the mixture is not contaminated.
4) When necessary, coat the inside truck beds with an approved release agent
from the City.
d. Placement and Compaction Equipment.
1) Provide equipment that does not damage underlying pavement.
2) Comply with laws and regulations concerning overweight vehicles.
3) When permitted, other equipment that will consistently produce satisfactory
results may be used.
7. Asphalt Paver.
a. General:
1) Furnish a paver that will produce a finished surface that meets longitudinal
and transverse profile, typical section, and placement requirements.
2) Ensure the paver does not support the weight of any portion of hauling
equipment other than the connection.
3) Provide loading equipment that does not transmit vibrations or other
motions to the paver that adversely affect the finished pavement quality.
CITY OF FORT WORTH HKkC SURFACE OVER1_AY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
1
4) Equip the paver with an automatic, dual, longitudinal -grade control system
2
and an automatic, transverse -grade control system,
3
b.
Tractor Unit.
4
1) Supply a tractor unit that can push or propel vehicles, dumping directly into
5
the finishing machine to obtain the desired lines and grades to eliminate any
6
an finishing.
7
2) Equip the unit with a hitch sufficient to maintain contact between the
8
hauling equipment's rear wheels and the finishing machine's pusher rollers
9
while mixture is unloaded.
10
c.
Screed.
11
1) Provide a heated compacting screed that will produce a finished surface
12
that meets longitudinal and transverse profile, typical section, and
13
placement requirements.
14
2) Screed extensions must provide the same compacting action and heating as
15
the main unit unless otherwise approved,
1.6
d.
Grade Reference.
17
1) Provide a grade reference with enough support that the maximum
18
deflection does not exceed 1/16 inch between supports.
19
2) Ensure that the longitudinal controls can operate from any longitudinal
20
grade reference including a string line, ski, mobile string line, or matching
21
shoes.
22
3) Furnish paver skis or mobile string line at least 40 feet long unless
23
otherwise approved.
24
8. Material Transfer Devices.
25
a.
Provide the specified type of device when shown on the plans.
26
b.
Ensure the devices provide: a continuous, uniform mixture flow to the asphalt
27
paver.
28
c.
When used, provide windrow pick-up equipment constructed to pick up
29
substantially all roadway mixture placed in the windrow.
30 9. Remixing Equipment.
31 a. When required, provide equipment that includes a pug mill, variable pitch
32 augers, or variable diameter augers operating under a storage unit with a
33 minimum capacity of 8 tons.
34 10. Motor Grader.
35 a. When allowed, provide a self-propelled grader with a blade length of at least 12
36 feet and a wheelbase of at least 16 feet.
37
11. Handheld Infrared Thermometer.,
38
a. Provide a handheld infrared thermometer meeting the requirements of
39
Tex-244-F,
40
12. Rollers.
41
a. The CONTRACTOR may use any type of roller to meet the production rates
42
and quality requirements of the Contract unless otherwise shown on the plans
43
or directed.
44
b. When specific types of equipment are required, use equipment that meets the
45
specified requirements.
46
c. Alternate Equipment,
47
1) Instead of the specified equipment, the CONTRACTOR may, as approved,
48
operate other compaction equipment that produces equivalent results.
11
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATTON FX)CUMENTS
Revised July 1, 2011 02226
t
1 2) Discontinue the use of the alternate equipment and furnish the specified
2 equipment if the desired results are not achieved.
3 d. City may require CONTRACTOR to substitute equipment if production rate
4 and quality requirements of the Contract are not met.
5 11 Straightedges and Templates. Furnish 10 foot straightedges and other templates as
6 required or approved.
7 14. Distributor vehicles,
8 a. Furnish vehicle that can achieve a uniform tack coat placement,
9 b. The nozzle patterns, spray bar height and distribution pressure must work
10 together to produce uniform application.
I I c. The vehicle should be set to provide a "double lap" or "triple lap" coverage,
12 d. Nozzle spray patterns should be identical to one another along the distributor
13 spray bar,
14 e. Spray bar height should remain constant.
15 f. Pressure within the distributor must be capable of forcing the tack coat material
16 out of spray nozzles at a constant rate.
17 15. Coring Equipment.
18 a. When coring is required, provide equipment suitable to obtain a pavement
19 specimen meeting the dimensions for testing,
20 B. Construction.
21 1. Design, produce, store, transport, place, and compact the specified paving mixture
22 in accordance with the requirements of this Section.
23 2. Unless otherwise shown on the plans, provide the mix design.
24 3, The City will perform quality assurance (QA) testing.
25 4. Provide quality control (QC) testing as needed to meet the requirements of this
26 Section,
27 C. Production Operations,
28 1. General,
29 a. The City may suspend production for noncompliance with this Section.
30 b. Take corrective action and obtain approval to proceed after any production
31 suspension for noncompliance,
32 2. Operational'Folerances.
33 a. Stop production if testing indicates tolerances are exceeded on:
34 1) 3 consecutive tests on any individual sieve,
35 2) 4 consecutive tests on any of the sieves, or
36 3) 2 consecutive tests on asphalt content.
37 b. Begin production only when test results or other infon-nation indicate, to the
38 satisfaction of the City, that the next mixture produced will be within Table 9
39 tolerances,
Storage and Heating of Materials.
41 a. Do not heat the asphalt binder above the temperatures specified in Section
42 2.2.A. or outside the manufacturer's recommended values.
43 b. On a daily basis, provide the City with the records of asphalt binder and hot-
44 mix asphalt discharge temperatures in accordance with Table 10.
45 c. Unless otherwise approved, do not store mixtures for a period long enough to
46 affect the quality of the 1-nixture, nor in any case longer than 12 hours.
CTTY OF FORT WORTH
STANDARD CONSTRUCrION SPECIFICATION DOCUMENTS
Revised My 1, 2011
HMAC SUUACE OVERLAY (2014-2)
02226
32 12 16-18
ASPHALT PAVfNG
Page i a of 23 dill
1 4. Mixing and Discharge of Materials.
2 a. Notify the City oft e target discharge temperature and produce the mixture
3 within 25 degrees F of the target.
4 b. Monitor the temperature of the material in the truck before shipping to ensure
5 that it does not exceed 350 degrees F. The City will not pay for or allow
6 placement of any mixture produced at more than 350 degrees F.
7 c. Control the mixing time and temperature so that substantially all moisture is
8 removed from the mixture before discharging from the plant.
9 D. Placement Operations.
10 1. Place the mixture, to meet the typical section requirements and produce a smooth,
11 finished surface or base course with a unifon-n appearance and texture.
12 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
13 3. Place mixture so longitudinal joints on the surface course coincide with lane lines,
14 or as directed. Ensure that all finished surfaces will drain properly.
15 4. When End Dump Trucks are used, ensure the bed does not contact the paver when
16 raised,
17 5. Placement can be performed by hand in situations where the paver cannot place it
18 adequately due to space restrictions.
19 6. 1-land-placing should be minimized to prevent aggregate segregation and surface
20 texture issues.
21 7. All hand placement shall be checked with a straightedge or template before rolling
22 to ensure uniformity.
23 8. Place mixture within the compacted lift thickness shown in Table 9, unless
24 otherwise shown on the plans or allowed,
25 Table 9
26 Cam
Lift and RIAeuired Core He,Lht
— _L
_Sconm acted Lift Thickness
Mix re TY e
Minninium Maximumil On
B . .... --2.00 100
C m.2.00 2.50
D 1.50 2.00
27
28 9. Tack Coat.
29 a. Clean the surface before placing the tack coat. Unless otherwise approved,
30 apply tack coat uniformly at the rate directed by the City.,
31 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per 011!
32 square yard of surface area.
33 c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and
34 all joints. Olt
35 d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal
36 beam guard fence and structures,
37 e. of the tack coat with a pneumatic -tire roller when directed.
)
38 f. 'Me City may useTex-243-F to verify that the tack coat has adequate adhesive WIN
39 properties,
CII'Y OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
s'rANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
321216-19
ASPHALT PAVING
Page 19 of 23
I
g.
The City may suspend paving operations until there is adequate adhesion.
2
h.
The tack coat should be placed with enough time to break or set before
3
applying hot mix asphalt layers.
4
i.
Traffic should not be allowed on tack coats.
5
j.
When a tacked road surface must be opened to traffic, they should be covered
6
with sand to provide friction and prevent pick-up,
7
k.
A typical rate for applying a sand cover is 4 to 8 lbs/square yard.
8
10. General placement requirements.
9
a.
Material should be delivered to maintain a relatively constant head of material
10
in of of the screed,
11
b.
The hopper should never be allowed toe during paving.
12
c.
Dumping wings between trucks not allowed. Dispose of at end of day's
13
production.
14 E. Lay - Down Operations.
15 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
16 placement temperatures.
17 2. Windrow Operations. When hot mix is placed in windrows, operate windrow
18 pickup equipment so that substantially all the mixture deposited on the roadbed is
19 picked up and loaded into the paver.
22
23
24
25
26
27
I
Table 10
Suggested Minimum Mixture Placement Temnerature
High -Temperature
Minimum Placement
Binder Grade
Temperature
Pnr K _nt C
PG 64 or lower
260OF
PG 70
270"F
PG 76
280OF
PG 82_9! higher
290OF
F. Compaction.
1. Use air void control unless ordinary compaction control is specified on the plans.
2. Avoid displacement of the mixture. If displacement occurs, correct to the
satisfaction of the City,
1 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 instatic mode when not
compacting, when changing directions, or when the plan depth of the pavement mat
is less than 1-1/2 inches.
7o Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
and similar structures and in locations that will not allow thorough compaction with
the rollers.
8. The City may require rolling with a trench roller on widened areas, in trenches, and
in other limited areas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
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42
43
44
45
46
47
48
32 12 16-20
ASPHALT PAVING
Page 20 of 23
9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
traffic unless otherwise directed.
10. When directed, sprinkle the finished at with water or limewater to expedite
opening the roadway to traffic.
11. Air Void Control.
a. General.
1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9
percent in -place air voids.
2) Do not increase the asphalt content of the mixture to reduce pavement air
voids.
b. Rollers.
1) Furnish the type, size, and number of rollers required for compaction, as
approved,
2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on
the plans.
3) Use additional rollers as required to remove any roller marks,
c. Air Void Determination.
1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each
location selected by the City for in -place air void determination.
2) The City will measure air voids in accordance with Tex-207-F and
Tex-227-F.
3) Before drying to a constant weight, cores may be predried using a Corelok
or similar vacuum device to remove excess moisture,
4) The City will use the average air void content of the 2 cores to calculate the
in -place air voids at the selected location,
d. Air Voids Out of Range.
1) If the in -place air void content in the compacted mixture is below 5 percent
or greater than 9 percent, change the production and placement operations
to bring the in -place air void content within requirements,,
e. Test Section.
1) Construct a test section of I 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 procedure until a test section with 5 percent to 9 percent in -
place air voids can be produced,
3) The City will allow only 2 test sections per day.
4) When a test section producing satisfactory in -place air void content is
placed, resume full production.
12. Ordinary Compaction Control,
a. Furnish the type, size, and number of rollers required for compaction, as
approved, Furnish at least I medium pneurnatic-tire roller (minimum 12-ton
weight),
b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling
patterns that achieve maximum compaction,
c. Follow the selected rolling pattern unless changes that affect compaction occur
in the mixture or placement conditions.
d. When such changes occur, establish a new rolling pattern,
e. Compact the pavement to meet the requirements of the plans and specifications.
CITY OF FORT WORTH siuiF
HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised My I p 2011
VI
32 12 16 - 21
ASPHALT PAVING
rf
Page 21 of 23
f When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling
2 the joint with the adjacent pavement and then continue by rolling longitudinally
3 at the sides.
4 g. Proceed toward the center, of the pavement, overlapping on successive trips by
PIP 5 at least 1. ft., unless otherwise directed,
6 h. Make alternate trips of the roller slightly different in length,
7 i. On super elevated curves, begin rolling; at the low side and progress toward the
8 high side unless otherwise directed,
9 G. Irregularities.
10 L Identify and correct irregularities including but not limited to segregation, rutting,
I I raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller
12 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate
13 particles.
14 2. The City may also identify, irregularities, and in such cases, the City shall promptly
15 notify the CONTRACTOR.
16
1 If the City determines that the irregularity will adversely affect pavement
17
performance, the City may require the CONTRACTOR to remove and replace (at
18
the CONTRACTOR'S expense) areas of the pavement that contain the
19
irregularities and areas where the mixture does not bond to the existing pavement,
20
4. If irregularities are detected, the City may require the CONTRACTOR to
21
immediately suspend operations or may allow the CONTRACTOR to continue
22
operations for no more than I day while the CONTRACTOR is taking appropriate
23
corrective action.
24
5. The City may Suspend production or placement operations until the problem is
25
corrected,
26
6. At the expense of the CONTRACTOR and to the satisfaction. of the City, remove
27
and replace any mixture that does not bond to the existing pavement or that has
28
other surface irregularities identified above.
29
3.5 REPAIR
30
A. See Section3201 17.
31
3.6 QUALITY CONTROL
32
A. Production Testing
33
1. Perform production tests to verify asphalt paving meets the performance standard
34
required in the plans and specifications.
35
2. City to measure density of asphalt paving with nuclear gauge.
36
3, City to core arSphalt paving from the normal thickness of section once acceptable
37
density achieved. City identifies location of cores.
38
a. Minimum core diameter: 4 inches
y
39
b. Minirnurn spacing: 200 feet
40
c., Minimum of one core every block
41
d. Alternate lanes between core
42
4. City to use cores to determine pavement thickness and calculate theoretical density.
43
a. City to perform theoretical density test a min imurn of one per day per street,
44
B. Density Test
Cry` Y OF FORT WORTH HMAC SURFACE OVERLAY (2014.7)
sTANDARD CONSTRUCTION SPECIFICATION DOCUmENTs 02226
Revised July 1, 2011
A%
I
14
15
16
17
18
19
20
21
22
23
24
25
26
27
M
1. The average measured density of asphalt paving must meet specified density,
2. Average of measurements per street not meeting the minimum specified strength
shall be subject to the money penalties or removal and replacement at the
CONTRACTOR'S expense as show in Table 11.
Table 11
Density Payment Schedule
Percent Rice Percent of Contract Price Allowed
89 and lower remove and replace at the entire cost and expense of CONTRACTOR
as directed by OWNER,
90 75-percent
91-93 100-percent
94 90-percent
95 75-percent
Over 95 remove and replace at the entire cost and expense of CONTRACTOR
as directed by OWNEK
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 Thickness Test.
1. City measure each core thickness by averaging at least three measurements.
2. 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,
3. In the event a deficiency in the thickness of pavement is revealed during production
testing, subsequent tests necessary to isolate the deficiency shall be at the
CONTRACTOR'S expense,
4. boratories,The cost for additional coring test shall be at the same rate charged by commercial
la
5. Where the average thickness of pavement in the area found to be deficient, payment
shall bprice as specified in Table 12.
Table 12
Thickness Deficiency Penalties
Deticiency in Thickness Proportional Part
Determined by Cores Of Contract Price
Greater Than 0 percent - Not More than 10 percent 90 percent
Greater Than 10 percent - Not More than 15 percent 80 percent
Greater Than 15 percent
MY OF FORT WORTH
STANDARD CONSTRuc'r]ON SPECIFICATION DOCUMENTS
Revised July 1, 2011
remove and replace at
the entire cost and
expense of
CONTRACTOR as
directed by OWNER.
HMAC SURFACE OVERLAY (2014-2)
02226
t
I
3212 16-23
ASPHAur PAVFNG
Page 23 of 23
1
6. If, in the judglTient of the City, the area of such deficiency warrants removal, the
2
area shall be rernoved and replaced, at the CONTRACTOR'S entire expense, with
3
asphalt paving of the thickness shown on the plans,
4
T No additional payment over the contract unit price shall be made for any pavement
5
of a thickness exceeding that required by the plans.
6
3.7
FIELD QUALITY CONTROL [NOT USED]
7
3.8
SYSTEM STARTUP [NOT USED]
8
3.9
ADJUSTING [NOT USED]
9
3.10
CLEANING [NOT USED]
10
3.11
CLOSEOUT ACTIVITIES [NOT USED]
11
3.12
PROTECTION [NOT USED]
12
3.13
MAINTENANCE [NOT USED]
13
3.14
ATTACHMENTS [NOT USED]
14
END OF SECTION
1119
I'V
Revision Log
DATE NAME SUMMARY OF C14ANGE
CrrY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRucTION SPECIFICATION DOCUMEN"rs 02226
Revised July 1, 2011
oft,
321273-1
ASPHALT PAVING CRACK SEALANTS
Page I of 5
I SECTION 32 12 73
2 ASP14ALT PAVING CRACK SEALANTS
3 PARTI- GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Sealing transverse and longitudinal cracks no larger than 1-1/2 inches in asphalt
7 paving.
8 B. Standard Detail
9 1. Typical Street Construction Details
10 C. Deviations from City of Fort Worth Standards
11 1. one
12 D. Related Specification Sections include but are not necessarily limited to
13 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
14 2. Division I - General Requirements
15 3. Section 32 12 16 - Asphalt Paving,
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Measurement: measure by the gallon placed,
19 2. Payment: contract unit price bid for the work performed and all materials
20 furnished,
21 1.3 REFERENCES
22 A. Reference Standards
23 L American Society for Testing and Materials (ASTM):
24 a. D6690-07, Standard Specification for Joint and Crack Sealants, of Applied,
25 for Concrete and Asphalt Pavements,
26 b. D5329-09, Standard Test Methods for Sealants and Fillers, [lot -Applied, for
27 Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements.
28 c. D2196-05, Method A, Standard 'rest Methods for Rheological Properties of
29 Non -Newtonian Materials by Rotational (Brookfield type) Viscometer.
30 d. D217 - 02, Standard Test Methods for Cone Penetration of Lubricating Grease,
31 2. American Association of State I lighway and Transportation Officials
32 a. T 48, Flash and Fire Points by Cleveland Open Cup.
33 b. T 49, Standard Method of Test for Penetration of Bituminous Materials.
34 c. T 5 1, Ductility of Bituminous Materials,
35 d. T53, Point of Bitumen (Ring -and -Ball Apparatus),
36 e. T 59, Standard Method of Test for Emulsified Asphalt,
37 3. Texas Department of Transportation
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRIA7rJON SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
Ply
I
32 12 73 2
ASP1-NAL'7" PAVfNG CRACK SEALANTS
Page 2 of 5
i a. Item 300: "Asphalt, Oils and Emulsions".
2 b. Tex-543-C, Evaporative Recovery of Residue for Emulsified Crack Sealant,
3 c. Tex-544-C, Rubber Content for Rubber -Asphalt Crack Sealant,
4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
5 1.5 ACTION SUBMITTALS [NOT USED]
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A, Test and Evaluation Reports
8 1. Prior to installation, CONTRACTOR shall furnish the City certification by an
9 independent testing laboratory that the crack sealant from each lot of sealant to be
10 used, meets the requirements of this Section.
11 2. The manufacturer of the crack sealant shall have a minimum two-year
12 demonstrated, documented successful field performance with asphalt and concrete
13 pavement crack sealant systems. Verifiable documentation shall be submitted to
14 the City.
15 1® CLOSEOUT SUBMITTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
19 1.11 FIELD CONDITIONS
20 A. Weather Conditions
21 1. Place mixture according to manufacturer specifications,
22 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
23 and moisture conditions of the roadway surface are suitable in the opinion of the
24 city.
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
28 2.2 MATERIALS & EQUIPMENT
29 A. Materials
30 1. Use materials approved by the City,
31 2. Furnish materials unless otherwise shown on the plans in accordance with ASTM D
32 6690-07 and ASTM D 5329-09 and Tables I and 2,
33 a. Polymer modified asphalt -emulsion crack sealer must meet the requirements of
34 Table 1,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMF NTS
Revised July 1, 2011
14MAC SURFACE OVERLAY (2014-:2)
02226
321273-3
ASPHALT PAVrNG CRACK SEALANTS
Page 3 of 5
I Table 1
2 Polymer -Modified Asphalt Emulsion Crack Sealer
Property Test in Max
Procedure
Rotational viscosity, 77 degrees F, cP D Me21tho 96, 10,000 25,000
A
Sieve test, percent T59 0.1
Storage stability, I day, percent T59 — I
Evaporation Tex-543-C
Residue by evaporation, percent 65 --
by wt.
Tests on residue from evaporation:
Penetration, 77 degrees F, 100 g, TO 35 75
5 sec.
Softening point, degrees F T 53 140
Ductility, 39.2 degrees F, T 51 100
5 cralmin., cm
3
4 b. Rubber -asphalt crack sealer must meet the requirements of Table 2.
5 Table 2
6 Rubber -Asphalt Crack Sealer
Property Test Class A Class B
Procedure in Max Min Max
CRM content, Grade A or B, percent Tex-544-C 22 26 — —
by wt.
CRM content, Grade B, percent by "Tex-544-C — 13 17
wt.
Virgin rubber content', percent by — 2
wt.
Flash Point, COC, degrees F T48 400 400
Penetration', 77 degrees F., 150 g, 5
sec. T 49 30 50 30 50
Penetration', 32 degrees F, 200 g, 60
sec. T49 12 12
Softening point, 'F T 53 — 170
Bond' D5329 Pass
1. Provide certification that the min. percent virgin rubber was added,
2. Before passing the test flame over the cup, agitate the sealing compound with a 318- 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., to the material over. Start at one side of the thermometer, move around to the other, and
then return to the starting point using 8 to 10 rapid circular strokes. Accomplish agitation in 3 to 4 sec, Pass
the test flame over the cup immediately after stirring is completed,
3. Exception to T 49: Substitute the cone specified in AS TM 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.
7 B. Equipment
8 1. Provide all necessary equipment and keep equipment in a satisfactory working
9 condition,
11111
CITY OF FORTWORTH I -MAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1. 2011
r
32 1273-4
ASPHALT PAVING CRACK SEALANTS
Page 4 of 5
1 2. The minimum requirements for construction equipment shall be as follows:
2 a. Double-boiler/agitator-type kettle. Used to heat and install the hot -applied crack
3 sealant.
4 b. Hose. Transfer the sealant from the kettle to the crack by means of a direct-
5 connected pressure -type extruding device (hose) with a nozzle that will insert in
6 the crack.
7 1) The equipment should allow recirculation into the inner kettle when sealing
8 is not performed.
9 c. Thermometers. Thermometers should be positioned on the equipment to ensure
10 application temperatures are being met.
11 d. Handtools. Due to the nature of cracks, handtools are required to insert the
12 sealant material in cracks that are deeper than 3/4 inch.
13 1) These tools should not twist, cut, or damage the sealant material.
14 e. Air compressor. Consists of an air compressor, hoses, and a venturi-type
15 nozzle with an opening not exceed 1/4 inch,
16 1) The air compressor should be equipped with traps that will keep the
17 compressed air free of oil and moisture.
ly, 0 0 WA7 Z W-TK -1 M &�! �$ �,
1 0 I'l" 0 - _JTY CONTROL [NOT USED]
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION
24 A. Surface Preparation
25 1. Singular cracks will bet oroug ly cleaned of all debris and foreign material with
26 an industrial air compressor,
27 2. The pavement shall be free of moisture.
28 3.4 INSTALLATION
29 A. Exercise caution to prevent additional damage to the pavement surface.
30 B. Crack Sealant
31 1. The crack should be sealed from the bottom to the top to minimize bubbling due to
32 entrapped air.
33 2. The sealant should be recessed approximately 1/8 to 1/4 inch below the pavement
34 surface to prevent tracking.
35 3. A, squeegee may be used to remove excess sealant from the pavement surface when
36 a crack is overfilled.
CITY OF FORT WORTH
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1 3.5
[REPAIR]/ [RESTORATION1 [NOT USEDI
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 USEDI
6 3.10
CLEANING [NOT USED]
7 3.11
CLOSEOUT ACTIVITIES [NOT USED]
8 3.12
PROTECTION [NOT USED]
9 3.13
MAINTENANCE [NOT USED]
10 3.14
ATTACHMENTS (NOTUSED1
I I
END OF SECTION
12
IN
321273-5
ASPHALT PAVING CRACK SEALANTS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (7014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
321320-1
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page I of 5
I SECTION 32 13 20
2 CONCRETE SIDEWALKS, DRfVEWAYS AND BARRIER FREE RAMPS
3
PARTI- GENERAL
4
1.1 SUMMARY
5
A. Section Includes:
6
1. Concrete sidewalks
7
2. Driveways
MIND
8
3. Barrier free ramps
9
B. Deviations from this City of Fort Worth Standard Specification
10
1. None.
11
C. Related Specification Sections include, but are not necessarily limited to:
12
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
13
2. Division I - General Requirements
14
3. Section 02 41 13 - Selective Site Demolition
15
4. Section 32 13 13 - Concrete Paving
16
5. Section 32 13 73 - Concrete Paving Joint Sealants
17
1.2 PRICE AND PAYMENT PROCEDURES
18
A. Measurement and Payment
19
L Concrete Sidewalk
20
a. Measurement
111F1
21
1) Measurement for this Item shall be by the square foot of completed and
22
accepted Concrete Sidewalk in its final position for various:
23
a) Thicknesses
24
b) Types
25
b. Payment
26
1) The work performed and materials furnished in accordance with this Item
27
and measured as provided under "Measurement" will be paid for at the unit
28
price bid per square foot of Concrete Sidewalk.
29
c. The price bid shall include:
30
1) Excavating and preparing the subgrade
31
2) Furnishing and placing all materials
32
2. Concrete Driveway
33
a. Measurement
34
1) Measurement for this Item shall be by the square foot of completed and
35
accepted Concrete Driveway in its final position for various:
36
a) Thicknesses
37
b) Types
38
2) Dimensions will be taken from the back of the projected curb, including the
39
area of the curb radii and will extend to the limits specified in the
40
Drawings.
41
3) Sidewalk portion of drive will be included in driveway measurement.
42
4) Curb on drive will be included in the driveway measurement.
CITY OF FORT WORTH HMAC Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised April 30, 2013
32 1320-2
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RA"S
Page 2 of 5
I b. Payment
2 1) The work performed and materials furnished in accordance with this Item
3 and measured as provided under "Measurement" will be paid for at the unit
4 price bid per square foot of Concrete Driveway,,
5 c. The price bid shall include:
6 1) Excavating and preparing the subgrade
7 2) Furnishing and placing all materials
8 3. Barrier Free Ramps
9 a. Measurement
10 1) Measurement for this to shall be per each Barrier Free Ramp completed
11 and accepted for various:
12 a) Types
13 b. Payment
14 1) The work performed and materials furnished in accordance with this to
15 and measured as provided under "Measurement" will be paid for at the unit
16 price bid per each "Barrier Free Ramp" installed.
17 c. The price bid shall include:
18 1) Excavating and preparing the subgrade
19 2) Furnishing and placing all materials
20 3) Curb Ramp
21 4) Landing and detectable warning surface as shown on the Drawings
22 5) Adjacent flares or side curb
23 1.3 REFERENCES
24 A. Abbreviations and Acronyms
25 1. TAS — Texas Accessibility Standards
26 2. TDLR -- Texas Department of Licensing and Regulation
27 B. Reference Standards
28 1 . Reference standards cited in this Specification refer to the current reference
29 standard published at the time of the latest revision date logged at the end of this
30 Specification, unless a date is specifically cited.
31 2. American Society for Testing and Materials (ASTM)
32 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
33 Construction (Non -extruding and Resilient Types)
34 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
35 Standard Effort (12,400 ft-lbf/ffl)
36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 SUBMITTALS [NOT USED]
38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
39 A. Mix Design: submit for approval. Section 32 13 13.
40 B. Product Data: submit product data and sample for pre -cast detectable warning for
41 barrier free ramp.
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
CTTY OF FOR,r VFORT14
Revised April 30, 2013
14MAC Surface Overlay (20 R4-2)
02226
rr
32 13 20 - 3
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 3 of 5
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
3 1.11 FIELD CONDITIONS
4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
5 1.12 WARRANTY [NOT USED]
6 PART2- PRODUCTS
7 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
8 2.2 EQUIPMENT AND MATERIALS
9 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of
10 the finished work.
I I B. Concrete: see Section 32 13 13.
12 1. Unless otherwise shown on the Drawings or detailed specifications, the standard
13 class for concrete sidewalks, driveways and barrier free ramps is shown in the
14 following table:
15 Standard Classes of Pavement Concrete
Class of Minimum 28 Day in. Maximum Course
Concretel Cementitious, Compressive Water/ Aggregate
Lb./CY Strength2 Cementitious Maximum
psi Ratio Size,
inch
A 470 3000 0.58 1-1/2
16 C. Reinforcement: see Section 32 13 13.
17 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed
18 bars at 18 inches on -center -both -ways at the center plane of al I slabs, unless
19 otherwise shown on the Drawings or detailed specifications.
20 D. Joint Filler
21 1, Wood Filler: see Section 32 13 13.
22 2. Pre -Molded Asphalt or Filler
23 a. Use only in areas where not practical for wood boards.
24 b. Pre -molded asphalt board filler: ASTM D545.
25 c. Install the required size and uniform thickness and as specified in Drawings.
26 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic
27 mixture of asphalt and vegetable fiber and/or mineral filler.
28 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings.
29 2.3 ACCESSORIES [NOT USED]
30 2.4 SOURCE QUALITY CONTROL [NOT USED]
31 PART 3 - EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 .3.2 EXAMINATION [NOT USED]
CITY OF FORT WORTH II Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised April 30,2013
1 3.3 PREPARATION
2
3
4
5
6
7
8
9
10
It
I
15
16
17
18
19
20
21
22
23
24
25
26
27
IN
BE
32
33
34
35
36
37
I
321320-4
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
A. Surface Preparation
I . Excavation: Excavation required for the construction of sidewalks, driveways and
barrier free ramps shall be to the lines and grades as shown on the Drawings or as
established by the City.
2. Fine Grading
a. The Contractor shall do all necessary filling, leveling and fine grading required
to bring the subgrade to the exact grades specified and compacted to at least 90
percent of maximum density as deten-nined by ASTM D698.
b. Moisture content shall be within minus 2 to plus 4 of optimum,
c. Any over -excavation shall be repaired to the satisfaction of the City.
B. Demolition /Removal
L Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
A. General
L Concrete sidewalks shall have a minimum thickness of 4 inches,
2. Sidewalks constructed in driveway approach sections shall have a minimum
thickness equal to that of driveway approach or as called for by Drawings and
specifications within the limits of the driveway approach.
3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes
walks shall be 2 percent max in accordance with current TAS/TDLR guidelines,
The construction of the driveway approach shall include the variable height radi
curb in accordance with the Drawings,
4. All pedestrian facilities shall comply with provisions of TAS including location,
sloIN e, width, shapes, texture and coloring, Pedestrian facilities installed by the
Contractor and not meeting TAS must be removed and replaced to meet TAS (n
separate pay).
B. Forms: Forms shall be securely staked to line and grade and maintained in a true
position during the depositing of concrete,
C. Reinforcement: see Section 32 13 13.
D. Concrete Placement: see Section 32 13 13.
E. Finishing
1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
even surface,
2. Trowel and then brush transversely to obtain a smooth uniform brush finish,
3. Provide exposed aggregate finish if specified,
4. Edge joints and sides shall with suitable tools.
F. Joints
L Exparisionjoints for sidewalks, driveways and barrier free ramps shall be formed
using redwood.
2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
foot intervals for 5 foot wide and greater sidewalk,
CITY OF FORT WORTH
STANDARD CONSTRucTION SPECIFICATION DOCUMENTS
Revised April 30, 2013
HMAC Surface Overlay (2014-2)
02226
32 1320-5
CONCRETE SIDEWALKS, DRTVEWAYS AND BAARIER FREE RAWS
Page 5 of 5
1 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete
2 driveways, curbs, formations, other sidewalks and other adjacent old concrete work.
3 Similar material shall be placed around all obstructions protruding into or through
4 sidewalks or driveways,
5 4. All expansion Joints shall be 1/2 inch in thickness,
6 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall
7 be finished to approximately a 1/2 inch radius with a suitable finishing tool.
8 6. Sidewalks shall be marked at intervals equal to the width of the walk with a
9 marking tool.,
10 T When sidewalk is against the curb, expansion joints shall match those in the curb.
I I G. Barrier Free Ramp
12 1 . Furnish and install brick red color pre -cast detectable warning Dome -Tile,
13 manufactured by Strong(jo, Industries or approved equal by the City.
14 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
15 of pedestrian travel, and extend to a minimurn of 48-inch along the curb ramp or
16 landing where the pedestrian access route enters the street.
17 3. Locate detectable warning surface so that the edge nearest the curb line is a
18 minimum of 6-inch and maximum of 8-inch from the extension of the face oft e
19 curb.
20 4. Detectable warning Dome -Tile surface may be curved along the comer radius,
21 5. Install detectable warning surface according to manufacturer's instructions,
22 3.5 REPAIRIRESTORATION [NOT USED]
23 3.6 RE -INSTALLATION [NOT USED]
24 3.7 FIELD QUALITY CONTROL INOT USED]
25 3.8 SYSTEM STARTUP [NOT USED]
26 3.9 ADJUSTING INOT USED]
27 3.10 CLEAN-ING (NOT USED]
28 3.11 CLOSEOUT ACTIVITIES INOT USED]
29 3.12 PROTECTION INOT USED]
30 3.13 MAINTENANCE INOT USED]
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson I 2A3 -- Measurement and Payment for Barrier Free Ramps modified to match
updated City Details
4/30/2013 F. Griffin Corrected Part 1, 1.21 A, 3, b, I to read; from square foot of Concrete Sidewalk.
to . ..each "Barrier Free Ramp" installed.
P" 33
CITY OF FORT WORTH HMAC Surface Overlay (2014-2)
OP, STANDARD CONs,rRUCFJON SPECIFICATION DOCUTAENTS 02226
Revised April 30, 2013
32 1613 1
CONCRETE CURB A14D GUTTERS AND VALLEY GUTTERS
Page I of 5
I SECTION 32 16 13
2 CONCRETE CURB AND GUTTERS AND VALLEY GUI-FERS
3
4 PARTI- GENERAL
RNNFWN���
6 A. Section Includes
7 1. Concrete Curbs and Gutters
8 2. Concrete Valley Gutters
9 B. Standard Detail
10 1W Typical Street Construction Details
11 C. Deviations from City of Fort Worth Standards
12 1. one
13 D. Related Specification Sections include but are not necessarily limited to
14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
15 2. Division I - General Requirements
16 3. Section 02 41 13 - Selective Site Demolition
17 4. Section 32 13 13 - Concrete Paving
18 5. Section 32 13 73 ,.. Concrete Paving Joint Sealants
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1.. Measurement
22 a. Concrete Curb and Gutter: measure by the linear foot of the height specified
23 complete and in place.
24 b. Concrete Valley Gutter: measure by the square yard per thickness complete and
25 in place,
26 1, Payment: contract unit price bid for the work performed and all materials furnished.
27 a. Subsidiary work and materials include:
28 1) preparing the subgrade
29 2) furnishing and placing all materials, including foundation course,
30 reinforcing steel, and expansion material
31 3) all manipulation, labor, tools, equipment, and incidentals necessary to
32 complete the work.
CITY OF FORT WORTH HMACSLJRFACE OVERLAY (2014-2)
STANDARD CONSTRUMION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
32 16 13 - 2
CONCRETE (XRB AND GurTERS AND VALLEY GUTFERS
Page 2 of 5
1
1.3
REFERENCES [NOT USED]
2
1.4
ADMINISTRATIVE REQUIREMENTS [NOT USED]
3
1.5
ACTION SUBMITTALS [NOT USED]
4
1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5
1.7
CLOSEOUT SUBMITTALS [NOT USED]
6
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7
1.9
QUALITY ASSURANCE [NOT USED]
8
1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
9
1.11
FIELD CONDITIONS
10
A. Weather Conditions: see Section 32 13 11,
11
1.12
WARRANTY [NOT USED]
12 PART 2 - PRODUCTS
13 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT AND MATERIALS
15 A. Forms: see Section 32 13 13.
16 B. Concrete: see Section 32 13 13.
17 C. Reinforcement: see Section 32 13 13.
18 D. Joint Filler.
19 1. Wood Filler: see Section 32 13 11
20 2. Pre -Molded Asphalt Board Filler:
21 a. Use only in areas where not practical for wood boards,
22 b. Pre -molded asphalt board filler: ASTM D545.
23 c. Install the required size and uniform thickness and as specified in plans.
24 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
25 mixture of asphalt and vegetable fiber and/or mineral filler,
26 E° Expansion Joint Sealant: see Section 32 13 71
Ilw
MY OF FORTWOWFH HMAC SURFACE OVERLAY (2014-2)
s'rANDARD CONSTRUCTION SPECIFICATION DOCL)MENTS 02226
Revised July 1, 2011
"4
321613-3
CONCRJ-713 CURB AND GUTTERS AND VALLEY GUTTERS
Page 3 of 5
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION
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A. Demolition / Removal: See Section 02 41 13.
3.4 INSTALLATION
A. Forms
1, Extend forms the full depth of concrete.
2. Wood forins: minimum of 1-1/2 inches in thickness.
3. Me-tal Forms: a gauge that shall provide equivalent rigidity and strength.
4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet.
5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be
rejected.
B. Reinforcing Steel.
I . Place all necessary reinforcement for City approval prior to depositing concrete,
2. All steel must be free from paint and oil and all loose scale, rust, in and other
foreign substances.
3. Remove foreign substances from steel before placing,
4. Wire all bars at their intersections and at all laps or splices.
5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is
greater.
C. Concrete Placement
1. Deposit concrete to maintain a horizontal surface.
2. or concrete into all spaces and around any reinforcement to form a dense mass
free from voids.
3. or coarse aggregate away from contact with the forms
4. Nand -Laid Concrete .-- Curb and gutter,
a. Shape and compact subgrade to the lines, grades and cross section shown on the
plans.
b• Lightly sprinkle subgrade material immediately before concrete placement.
c. Deposit concrete into forms.
d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the
finished curb unless otherwise approved,
5. Machine -Laid Concrete — Curb and Gutter,
a. 1-land-tamp and sprinkle subgrade material before concrete placement.
b. Provide clean surfaces for concrete placement,
CrrY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRU(MON SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
Ir
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32 16 13-4
CONCRETE CURB AND GU'rrERS AND VALLEY Gui,rERS
Page 4 of 5
c, Place the concrete with approved self-propelled equipment,
1) The forming tube of the extrusion machine or the form of the slipform
machine must easily be adjustable vertically during the forward motion of
the machine to provide variable heights necessary to conform to the
established gradeline,
d. Attach a pointer or gauge to the machine so that a continual comparison can be
made between the extruded or slipform work and the grade guideline.
e. Brush finish surfaces immediately after extrusion or slipforming.
6. Hand -Laid Concrete - - Concrete Valley Gutter: see Section 32 13 13.,
7. Expansion joints
a. Place expansion joints in the curb and gutter at 200-foot intervals and at
intersection returns and other rigid structures,
b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
pavement joints to a depth of 1 112. inches,
c. Place expansion joints at all intersections with concrete driveways, curbs,
buildings and other curb and gutters.
® Make expansion joints no less than 1/2 inch in thickness, extending the full
depth of the concrete,
e. Make expansion joints perpendicular and at right angles to the face of the curb.
f. Neatly trim any expansion material extending above the finished to the surface
of the finished work.
g. Make expansion joints in the curb and gutter coincide with the concrete
expansion joints,
h. Longitudinal dowels across the expansion joints in the curb and gutter are
required.
i.. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each
expansion joint,
j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
provides a minimum of I inch free expansion,
k. Support dowels by an approved method,
D. Curing: see Section 32 13 13.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
32 96 13-5
CONCRETE CURB AND GUTTERS AND VA1..,LEY GUTTERS
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
SYSTEM STARTUP [NOT USED]
5
3.9
ADJUSTING [NOT USED]
6
3.10
CLEANING [NOT USED]
7
3.11
CLOSEOUT ACTIVITIES [NOT USED]
8
3.12
PROTECTION [NOT USED]
9
3.13
MAINTENANCE [NOT USED]
10
3.14
ATTACHMENTS [NOT USED]
I I
END OF SECTION
N
A
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014.2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
I
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 32 17 23
32 1723-1
PAVEMENT MARKINGS
Page I of 11
5 A. Section Includes:
6 1, Pavement Markings
7 a. Thermoplastic, hot -applied, spray (HAS) pavement markings
8 b. Thermoplastic, hot -applied, extruded (HAE) pavement markings
9 c. Preformed polymer tape
10 d. Preformed heat -activated thermoplastic tape
11 e. Painted markings
12 2. Raised markers
13 3. or zone markings
14 4. Removal of pavement markings and markers
15 B. Deviations from this City of Fort Worth Standard Specification
16 1. None.
17 C. Related Specification Sections include, but are not necessarily limited to:
18 L Division 0 — Bidding Requirements, Contract Fonris and Conditions of the Contract
19 2. Division I ..-General Requirements
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 1. Pavement Markings
23 a. Measurement
24 1) Measurement for this Item shall be per linear foot of material placed.
25 b. Payment
26 1) The work perfortned and materials furnished in accordance with this Item
27 and measured as provided under "Measurement" shall be paid for at the
28 unit price bid per linear foot of "Pvmt Marking" installed for:
29 a) Various its
30 b) Various Types
31 c) Various Materials
32 d) Various Colors
33 c. The price bid shall include:
34 1) Installation of Pavement Marking
35 2) Glass beads, when required
36 3) Surface preparation
37 4) Clean-up
38 5) Testing (when required)
39 2. Legends
40 a. Measurement
41 1) Measurement for this Item shall be per each Legend installed.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
lop Revised December 20, 2012
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321723-2
PAVEMENT MARKINGS
Page 2 of I I
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Legend" installed for:
a) Various types
b) Various applications
c. The price bids all include:
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing
3. Raised Markers
a. Measurement
1) Measurement for this Item shall be per each Raised Marker installed,
b. Payment
1) The work performed and materials furnished in accordance with this to
shall be paid for at the unit price bid per each "Raised Marker" installed
for:
a) Various types
c. The price bid shall include:
1) Installation of Raised Markers
2) Surface preparation
3) Clean-up
4) Testing
4. or Zone Tab Markers
a. Measurement
1) Measurement for this Item shall be per each Tab Marker installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Tab Marker" installed for:
a) Various types
c. The price bid shall include:
1) Installation of Tab Work Zone Markers
5. Fire Lane Markings
a. Measurement
1) Measurement for this Item shall be per the linear foot.
b. Payment
1) The work perfonned and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of" Fire Lane Marking" installed.
c. The price bid shall include:
1) Surface preparation
2) Clean-up
3) Testing
6. Pavement Marking Removal
a. Measurement
1) Measure for this Item shall be per linear foot.
b., Payment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
022,26
32 117 23 - 3
PAVEMENT MARKINGS
Page 3 of I I
1 1) The work performed and materials furnished in accordance with this Item
2 and measured as provided under "Measurement" shall be paid for at the
3 unit price bid per linear foot of "Remove Pvmt Marking" performed for:
4 a) Various widths
5 c. The price bid shall include:
6 1) Removal of Pavement Markings
7 2) Clean-up
8 7. Raised Marker Removal
9 a. Measurement
10 1) Measurement for this Item shall be per each Pavement Marker removed.
11 b. Payment
12 1) The work performed and materials fumished in accordance with this Item
13 shall be paid for at the unit price bid per each "Remove Raised Marker"
14 performed.
15 c. The price bid shall include:
16 1) Removal of each Marker
17 2) Disposal of removed materials
18 3) Clean-up
N 8. Legend Removal
20 a. Measurement
21 1) Measure for this Item shall be per each Legend removed,
22 b. Payment
23 1) The work performed and materials furnished in accordance with this Item
24 and measured as provided under "Measurement" shall be paid for at the
25 unit price bid per linear foot of "Remove Legend" performed for:
26 a) Various types
27 b) Various applications
28 c. The price bid shall include:
29 1) Removal of Pavement Markings
30 2) Clean-up
31 1.3 REFERENCES
32 A. Reference Standards
33 1. Reference standards cited in this Specification refer to the current reference
34 standard published at the time of the latest revision date logged at the end of this
35 Specification, unless a date is specifically cited.
36 2. Manual on Uniform Traffic C ontrol Devices (ML[TCD), 2009 Edition
37 a. Part 3, Markings
38 3. American Association of State Hi _.4pdjrqg��rta&n Officials (AAsH,r
39 a, Standard Specification for Glass Beads Used in Pavement Markings, M. 247-09
40
4. Federal Hiahway Administration (FHWA)
41
a.
23 CPR Part 655, FHWA Docket No. FHWA-2009-0139
42
5, Texas DeDartment of Transvortation (TxD0T),
43
a.
DMS-4200, Pavement Markers (Reflectorized)
44
b.
DMS-4300, Traffic Buttons
45
c.
DMS-8220, Hot Applied Thermoplastic
46
&
DMS-8240, Permanent Prefabricated Pavement Markings
47
e.
DMS-8241, Removable Prefabricated Pavement Markings
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCI)MENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
32 17 23 - 4
PAVEMENT MARKINGS
Page 4 of 11
I f DMS-8242, Temporary Flexible -Reflective Road Marker Tabs
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED I
4 A. Submittals shall be in accordance with Section 0133 00.
5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
6 specials.
7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
8
1.7
CLOSEOUT SUBMITTALS [NOT USED[
9
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
10
1.9
QUALITY ASSURANCE [NOT USED]
11
1.10
DELIVERY, STORAGE, AND HANDLING
12
A. Storage and Handling Requirements
13
1. The Contractor shall secure and maintain a location to store the material in
14
accordance with Section 01 50 00.
15
1.11
FIELD [SITE] CONDITIONS [NOT USED]
16
1.12
WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER -SUPPLIED PRODUCTS
19 A. New Products
20 1. Refer to Drawings to determine if there are owner -supplied products for the Project.
21 2.2 MATERIALS
22 A. Manufacturers
23 1. Only the manufacturers as listed in the City's Standard Products List will be
24 considered as shown in Section 0160 00.
25 a. The manufacturer must comply with this Specification and related Sections,
26 2. Any product that is not listed on the Standard Products List is considered a
27 substitution and shall be submitted in accordance with Section 0125 00.
28 B. Materials
29 1. Pavement Markings
30 a. Thermoplastic, hot applied, spray
31 1 ) Refer to Drawings and City Standard Detail Drawings for width of
32 longitudinal lines.
33 2) Product shall be especially compounded for traffic markings,
34 3) When placed on the roadway, the markings shall not be slippery when wet,
35 lift from pavement under normal weather conditions nor exhibit a tacky
36 exposed surface,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERIAY (2014-2)
02226
32 1723 5
PAVEMENT MARKINGS
Page 5 of I I
1
4)
Cold ductility of the material shall permit normal road surface expansion
2
and contraction without chipping or cracking.
3
5)
The markings shall retain their original color, dimensions and placement
4
under normal traffic conditions at road surface temperatures of 158 degrees
5
Fahrenheit and below,
6
6)
Markings shall have uniform cross-section, clean edges, square ends and no
7
evidence of tracking.
8
7)
The density and quality of the material shall be uniform throughout the
9
markings.
10
8)
The thickness shall be uniform throughout the length and width of the
11
markings.
12
9)
The markings shall be 95 percent free of holes and voids, and free of
13
blisters fora minimum of 60 days after application.
14
10) The material shall not deteriorate by contact with sodium chloride, calcium
15
chloride or other chemicals used to prevent roadway ice or because of the
16
oil content of pavement markings or from oil droppings or other effects of
17
traffic.
18
11) The material shall not prohibit adhesion of other thermoplastic markings if,
19
at some future time, new markings are placed over existing material.
20
a) New material shall bond itself to the of line in such a manner that no
21
splitting or separation takes place.
22
12) The markings placed on the roadway shall be completely retroreflective
23
both internally and externally with traffic beads and shall exhibit uniform
24
retro-directive reflectance.
25
13) Traffic beads
26
a) Manufactured from glass
27
b) Spherical in shape
28
c) Essentially free of sharp angular particles
29
d) Essentially free of particles showing cloudiness, surface scoring or
30
surface scratching
31
e) Water white in color
32
f) Applied at a uniform rate
33
g) Meet or exceed Specifications shown in AASHTO Standard
34
Specification for Glass Beads Used in Pavement Markings, AASHTO
35
Designation: M 247-09.
36
b. Thermoplastic, hot applied, extruded
37
1 )
Product shall be especially compounded for traffic markings
38
2)
When placed on the roadway, the markings shall not be slippery when wet,
39
lift from pavement under normal weather conditions nor exhibit a tacky
40
exposed surface.
41
3)
Cold ductility of the material shall permit normal road surface expansion
42
and contraction without chipping or cracking.
43
4)
The markings shall retain their original color, dimensions and placement
44
under normal traffic conditions at road surface temperatures of 158 degrees
45
Fahrenheit and below.
46
5)
Markings shall have uniform cross-section, clean edges, square ends and no
47
evidence of tracking.
48
6)
The density and quality of the material shall be uniform throughout the
49
markings.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised December 20, 2012
39
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321723-6
PAVEMENT MARKfNGS
Page 6 of 11
7) The thickness shall be uniform throughout the length and width of the
markings.
8) The markings shall be 95 percent free of holes and voids, and free of
blisters for a minimum of 60 days after application,
9) The minimum thickness of the marking, as measured above the plane
formed by the pavement surface, shall not be less than 1/8 inch in the center
of the marking and 3/32 inch at a distance of V2inch from the edge,
10) Maximum thickness shall be 3/16 inch,
11) The material shall not deteriorate by contact with sodium chloride, calcium
chloride or other chemicals used to prevent roadway ice or because of the
oil content of pavement markings or from oil droppings or other effects of
traffic,
12) The material shall not prohibit adhesion of other then-noplastic markings if,
at some future time, new markings are placed over existing material. New
material shall bond itself to the old line in such a manner that no splitting or
separation takes place.
13) The markings placed on the roadway shall be completely retroreflective
both internally and externally with traffic beads and shall exhibit uniform
retro-directive reflectance.
14) Traffic beads
a) Manufactured from glass
b) Spherical in shape
c) Essentially free of sharp angular particles
d) Essentially free of particles showing cloudiness, surface scoring or
surface scratching
e) Water white in color
f) Applied at a uniform rate
g) Meet or exceed Specifications shown in AAS1"IT0 Standard
Specification for Glass Beads Used in Pavement Markings, AASFlTo
Designation: M 247-09.
c. Preformed Polymer Tape
1) Material shall meet or exceed the Specifications for SWARCO Director 35,
3M High Performance Tape Series 3801 ES, or approved equal.
d. Preformed Heat -Activated Thermoplastic Tape
1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125
mil preformed thermoplastic or approved equal.
e. Traffic Paint
1) Materials shall meet or exceed the TxDOT Specification DMS-8200.
2. Raised Markers
a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic
Control Devices.
b. Non -reflective markers shall be Type Y (yellow body) and Type W (white
body) round ceramic markers and shall meet or exceed the TxDOT
Specification DMS-4300.
c. The reflective markers shall be plastic, meet or exceed the TxDOT
Specification DMS-4200 for high -volume retroreflective raised markers and be
available in the following types:
1) Type I-Q, white body, I face reflects white
2) Type 11-A.-A, yellow body, 2 faces reflect amber
3) Type 11-C-R, white body, I face reflects white, the other red
CrrY OF FORT WORTH
STANDARD CONs'rRUCrI0N SPECK ICATON DOCUMENTS
Revised December 20,2012
HMAC SURFACE OVERLAY (2014-2)
02226
32 1723-7
PAVEMINT MARKINGS
Page 7 of I I
1 3. Work Zone Markings
2 a. Tabs
3 1) Temporary flexible -reflective roadway marker tabs shall meet requirements
4 ofTxD0T DMS-8242, "Temporary Flexible -Reflective Road Marker
5 Tabs."
6 2) Removable markings shall not be used to simulate edge lines.
7 3) No segment of roadway open to traffic shall remain without permanent
8 pavement markings for a period greater than 14 calendar days.
9 b. Raised Markers
10 1) All raised pavement markers shall meet the requirements of DMS-4200,
11 c. Striping
12 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS-
13 8200.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL
16 A. Perfon-nance
17 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet
18 the requirements detailed in the table below for a minimum of 30 calendar days,
Posted Speed (mph)
35--50 55
2-lane roads with centerline n/a 100 250
markings only (1)
All other roads (2) n/a 50 100
19 (l) Measured at standard 30-m geometry in units of mcd/rn2/lUX.
20 (2) Exceptions:
21 A. When raised reflective pavement markings (RRPMs) supplement or substitute for a
22 longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as
23 long as the RRPMs are maintained so that at least 3 are visible from any position along that
24 line during nighttime conditions,
25 B. When continuous roadway lighting assures that the markings are visible, minimum
26 pavement marking retroreflectivity levels are not applicable,
27 PART 3 - EXECUTION
30 A. Pavement Conditions
31 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing
32 markings and other forms of contamination.
33 20 New Portland cement concrete surfaces shall be cleaned sufficiently to remove the
34 curing membrane,
35 3. Pavement to which material is to be applied shall be completely dry.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2 012
HMAC SURFACE OVERLAY (2014-2)
02226
32 172.3-8
PAVEMENTMARKrNGS
Page 9 of I I
1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15
2 minutes, no condensation develops on the underside of a I square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges.
4 5. Equipment and methods used for surface preparation shall not damage the
5 pavement or present a hazard to motorists or pedestrians.
6 3.3 INSTALLATION
7
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1. The materials shall be applied according to the manufacturer's recommendations.
2. Markings and markers shall be applied within temperature limits recommended by
the material manufacturer, and shall be applied on clean, dry pavement having a
surface temperature above 50 degrees Fahrenheit,
3, Markings that are not property applied due to faulty application methods or being
placed in the wrong position or alignment shall be removed and replaced by the
Contractor at the Contractor's expense, If the mistake is such that it would be
confusing or hazardous to motorists, it shall be remedied the same day of
notification. Notification will be made by phone and confinned by fax. Other
mistakes shall be remedied within 5 days of written notification,
4. When markings are applied on roadways open to traffic, care will be taken to
ensure that pr
oper safety precautions are followed, including the use of signs,
cones, barricades, flaggers, etc.
5. Freshly applied markings shall be protected from traffic damage and disfigurement,
6. Temperature of the material must be equal to the temperature of the road surface
before allowing traffic to travel on it,
B. Pavement Markings
I. Thermoplastic, hot applied, spray
a. This method shall be used to install and replace long lines centerlines, lane
lines, edge lines, turn lanes, and dots.
b. Markings shall be applied at a I 10 mil thickness.
c. Markings shall be applied at a 90 mil thickness when placed over existing
markings.
d. Typical setting time shall be between 4 minutes and 10 minutes depending
upon the roadway surface temperature and the humidity factor.
e. Retroreflective raised markers shall be used to supplement the centerlines, lane
lines, and turn lanes. Refer to City Standard Detail Drawings for placement,
f. Minimum retroreflectivity of markings shall meet or exceed values shown in
subparagraph 2A.A. I of this Specification.
2. Thermoplastic, hot applied, extruded
a. This method shall be used to install and replace crosswalks and stop -lines,
b. Markings shall be applied at a 125 mil thickness,
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification,
3. Preformed Polymer Tape
a. This method shall be used to install and replace crosswalks, stop -lines, and
legends.
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUmi-,NTs
Revised December 20,2012
4
HMAC SURFACE OVERLAY (2014-2)
02226
I
10
t
32 1723-9
PAVEMENT MARKINGS
Page 9 of I I
I
c.
Minimum retrore flectivity of markings shall meet or exceed values shown in
2
this Specification.
3
4. Preformed Heat -Activated Thermoplastic Tape
4
a.
This method shall be used to install and replace crosswalks, stop -lines, and
5
legends.
6
b.
The applied marking shall adhere to the pavement surface with no slippage or
7
lifting and have square ends, straight lines and clean edges.
8
c.
Minimum retroreflectivity of markings shall meet or exceed values shown in
9
this Specification.
10
5. Traffic Paint
11
a.
This method shall be used to install or Zone Markings, Parking Lot
12
Markings and any other temporary marking application.
13
b.
The applied marking shall adhere to the pavement surface with no slippage or
14
lifting and have square ends, straight lines and clean edges.
15
c.
Minimum retroreflectivity of markings shall meet or exceed values shown in
16
this Specification.
17 C. Raised Markers
18 1. All permanent raised pavement markers on Portland Cement roadways shall be
19 installed with epoxy adhesive. Bituminous adhesive is not acceptable,
20 1 All permanent raised pavement markers on new asphalt roadways may be installed
21 with epoxy or bituminous adhesive.
22 3. A chalk line, chain or equivalent shall be used during layout to ensure that
23 individual markers are properly aligned. All markers shall be placed uniformly
24 along the line to achieve a smooth continuous appearance.
25 D. Work Zone Markings
26 1, Work shall be performed with as little disruption to traffic as possible.
27 2. Install longitudinal markings on pavement surfaces before opening to traffic.
28 3. Maintain lane alignment traffic control devices and operations until markings are
29 installed.
30 4. Install markings in proper alignment in accordance with the Texas MUTCD and as
31 shown on the Drawings.
32 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
33 of a surface treatment, unless otherwise shown on the Drawings.
34 6. Place markings in proper alignment with the location of the final pavement
35 markings.
36 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or
37 transverse lines.
38 8. All markings shall be visible from a distance of 300 feet in daylight conditions and
39 from a distance of at least 160 feet in nighttime conditions, illuminated by low-
40 beam automobile headlight.
41 9. The daytime and nighttime reflected color of the markings must be distinctly white
42 or yellow,
43 10. The markings must exhibit uniform retroreflective characteristics.
44 11. Epoxy adhesives shall not be used to work zone markings,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised December 20,2012
00
All
32 1723-10
PAVEMENTMARKINGS
Page 10 of I I
1
3.4 REMOVALS
2
1. Pavement Marking and Marker Removal
"141,
3
a. The industry's best practice shall be used to remove existing pavement
4
markings and markers.
5
b. If the roadway is being damaged during the marker removal, Work shall be
6
halted until consultation with the City.
ti
7
c. Removals shall be done in such a matter that color and texture contrast of the
9
pavement surface will be held to a minimum,
9
d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than
10
1/4inch in depth resulting ® the removal of pavement markings and markers.
11
Driveway patch asphalt emulsion may be broom applied to reseal damage to
12
asphaltic surfaces.
13
e. Dispose of markers in accordance with federal, state, and local regulations,
14
f. Use any of the following methods unless otherwise shown on the Drawings.
15
1) Surface Treatment Method
16
a) Apply surface treatment at rates shown on the Drawings or as directed.
17
Place a surface treatment a minimum oft feet wide to cover the
18
existing marking,
•
19
b) Place a surface treatment, thin overlay, or microsurfacing a minimum
20
of I lane in width in areas where directional changes of traffic are
21
involved or in other areas as directed by the City.
22
2) Bum Method
23
a) Use an approved burning method,
24
b) For thermoplastic pavement markings or prefabricated pavement
25
markings, heat may be applied to remove the bulk of the marking
26
material prior to blast cleaning.
27
c) When using heat, avoid spalling pavement surfaces,
28
d) Sweeping or light blast cleaning may be used to remove minor residue.
29
3) Blasting Method
30
a) Use a blasting method such as water blasting, abrasive blasting, water
31
abrasive blasting, shot blasting, slurry blasting, water -injected abrasive
114)!
32
blasting, or brush blasting as approved.
33
b) Remove pavement markings on concrete surfaces by a blasting method
34
only.
35
4) Mechanical Method
36
a) Use any mechanical method except grinding,
37
b) Flail milling is acceptable in the removal of markings on asphalt and
38
concrete surfaces.
39
2. If a location is to be paved over, no additional compensation will be allowed for
40
marking or marker removal.
41
3.5 REPAIR / RESTORATION [NOT USED]
42
3.6 RE -INSTALLATION [NOT USED]
43
3.7 FIELD QUALITY CONTROL
44
A. All lines must have clean edges, square ends, and be uniform cross-section.
45
B. The density and quality of markings shall be uniform throughout their thickness,
MY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENIS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723 -11
PAVEMENT MARKINGS
Page 1 I of 11
1
C. The applied markings shall have no more than 5 percent, by area, of holes or voids an
2
shall be free of blisters.
3
3.8
SYSTEM STARTUP [NOT USED]
3.9
ADJUSTING [NOT USED]
5
3.10
CLEANING
6
A. Contractor shall clean up and remove all loose material resulting from construction
7
operations.
3.11
CLOSEOUT ACTIVITIES [NOT USED]
9
3.12
PROTECTION [NOT USED]
10
3.13
MAINTENANCE [NOT USED]
11
3.14
ATTACHMENTS [NOT USED]
12
END OF SECTION
Revision Log
ATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 1- MAG SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised December 20, 2012
s
3 PART1- GENERAL
rznninn���
SECTION 32 17 25
CURB ADDRESS PAINTING
32 1725-1
CURf1 ADDRESS PAINTING
Page I of 3
5 A. Section Includes:
6 1. Painting of house addresses on curb of driveway radiuses that are removed and
7 replaced as shown on the Drawings
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. one.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 L Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
12 Contract.
13 2. Division I - General Requirements.
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Measurement
17 a. Measurement for, this to shall be per each Curb Address Painting,
18 2. Payment
19 a. The work performed and the materials furnished in accordance with this Item
20 shall be paid for at the unit price bid per each "Curb Address Painting"
21 completed.
22 3. The price bid shall include:
23 a. Furnishing all labor, materials and equipment
24 b. Any incidentals necessary to complete Curb Address Painting
25 1.3 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the latest revision date
28 logged at the end of this Specification, unless a date is specifically cited.
29 1.4 1.12 [NOT USED]
30 PART2- PRODUCTS
31 2.1 OWNER -FURNISHED [NOT USED)
32 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
33 A. Materials
34 1. All materials shall be of recent product and suitable for its intended purpose.
CrrY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Version October 14,2013
HMAC SURFACE OVERLAY 920H-2)
City Project No. 02226
1
" (IT
321725-2
CURB ADDRESS PAINTING
Page 2 of 3
1
2. Background paint shall be 7100 Series 100% Acrylic Satin White paint
2
manufactured by Kwal Paint, or approved equal.
3
3. Lettering paint shall be 7100 Series 100% Acrylic Satin Black paint manufactured
4
by Kwal Paint, or approved equal.
5
B . Size Requirements
6
1. The minimum size for the background shall be 6-inches wide by 16-inches long, or
7
as directed in the Drawings.
8
1 The minimum size for letters shall be 4-inches high, or as directed in the Drawings.
9
2.3
ACCESSORIES [NOT USED]
10
2.4
SOURCE QUALITY CONTROL [NOT USED]
Opp
I I
PART 3 ® EXECUTION
12
3.1
INSTALLERS [NOT USED]
13
3.2
EXAMINATION [NOT USED]
14
3.3
PREPARATION
Is A. Surface Preparation
16 1. Provide surface preparation in accordance with manufacturer's recommendations.
17 B. Surface Conditions
18 1. Unless approved otherwise by the City, surface conditions must meet the following
19 minimum requirements:
20 a. Concrete has cured fora minimum of 28-days
21 b. Surface temperature greater than 50*17 and less than 95*F
22 2. No work shall occur if weather conditions may harm or damage the final finished
23 surface.
24 3.4 APPLICATION
25 A. Apply in accordance with the manufacturer's recommendations.
26 B. Background Application
27 1. Apply the background with 3- or 4-inch roller with V2-inch nap, unless otherwise
28 approved by the City.
29 C. Letter Application
30 1. Apply the lettering with 1- or1/2-inch artificial nylon or polyester or combination
31 brush and stencils, unless otherwise approved by the City.
CITY OF FORT WORTH HMAC SURFACE OVERLAY 92014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02226
Version October 14, 2013
i 3.5
REPAIR / RESTORATION [NOT USED]
2 3.6
RE -INSTALLATION [NOT USED]
3 3.7
FIELD QUALITY CONTROL [NOT USED]
4 3.8
SYSTEM STARTUP [NOT USED]
5 3.9
ADJUSTING [NOT USED]
6 3.10
CLEANING [NOT USED]
7 3.11
CLOSEOUT ACTIVITIES [NOT USED]
8 3.12
PROTECTION [NOT USED]
9 3.13
MAINTENANCE [NOT USED]
10 3.14
ATTACHMENTS [NOT USED]
II
END OF SECTION
19
m
32 1725-3
CURB ADDRESS PArNTNG
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CFTY OF FORT WORTH HMAC SURFACE OVERLAY 92014-2)
STANDARD CONSTRUCTION SPECIFICA MN DOCUMENTS City Pmject No. 02226
Version October 14,2013
J,
r
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
3291 19-1
TOTISOIL PLACEMEN'r AND FINISHING OF PARKWAYS
1`4ge I of 3
SECTION 32 9119
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes
1. Fumish and place topsoil to the depths and on the areas shown on the plans,
B. Deviations from City of Fort Worth Standards
1. one
Co Related Specification Sections include but are not necessarily limited to
1. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division I -General Requirements.
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
I . Measurement:
a. Topsoil: measure by the cubic yard in place.
2. Payment:
a. Contract unit price and total compensation for loading, hauling, placing and
furnishing all labor equipment, tools, supplies, and incidentals as necessary to
complete work.
b. All excavation required by this item in cut sections shall be measured in
accordance with provisions for the various excavation items involved with the
provision that excavation will be measured and paid for once, regardless of the
manipulations involved,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
3291 19-2
TOPSOIL PLACEMENT AT14D FINISHING OF PARKWAYS
Page 2 of 3
1
1.3
REFERENCES [NOT USED]
2
1.4
ADMINISTRATIVE REQUIREMENTS [NOT USED]
3
1.5
ACTION SUBMITTALS
4
1.6
ACTION SUB MITTALS/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 USED]
9
1.11
FIELD [SITE] CONDITIONS [NOT USED]
10
1.12
WARRANTY [NOT USED]
11 PART2- PRODUCTS
12 2.1 OWNER -FURNISHED to OWNER-SUPPLIEDPRODUcTs [NOT USED]
13 2.2 MATERIALS
14 A. ropsoii
15 1. Use easily cultivated, fertile topsoil that:
16 a. is free from objectionable material 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. I.Jquid 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,
(IFFY OF FORT WORTH HMAC SURFACE OVERLAY (2,094-2)
STANDARD CONSTRUCTION SPECIFICATION DOCIMENTS 02226
Revised July 1, 2011
3291 193
TOPS011, PLACEMENTAND FMS14ING OF PARKWAYS
F
Page 3 of 3
1 1. Smoothly shape parkways, shoulders, slopes, and ditches.
2 2. Cut parkways to finish grade prior to the placing of any improvements in or
3 adjacent tothe roadway.
4 3. In the event that unsuitable material for parkways is encountered, extend the depth
5 of excavation in the parkways six inches and backfill with top soil.
6 4. Make standard parkway grade perpendicular to and draining to the curb line.
7 a. Minimum: 1/4 inch per foot.
8 b. Maximum: 4:1.
9 c. City may approve variations from these requirements in special cases.
10 5. Whenever the adjacent property is lower than the design curb grade and runoff
11 drains away from the street, the parkway grade must be set level with the top of the
12 curb.
13 6. The design grade from the parkway extends tote back oft e walk line.
14 T From that point (behind the walk), the grade may slope up or down at maximum
15 slope of 4.1.
16 B. Placing ofTopsoil
17 1. Spread the topsoil to a uniform loose cover at the thickness specified.
! 8 2. Place and shape the topsoil as directed.
19 3. and rake finish a minimum of 5 feet from all flatwork
20 4. 'ramp the topsoil with a light roller or other suitable equipment.
21 3.5 [REPAIR]/ [RESTORATION] (NOT USED]
22 3.6 RE -INSTALLATION [NOT USED]
23 3.7 FIELD QUALITY CONTROL [NOT USED]
24 3.8 SYSTEM STARTUP [NOT USED]
25 3.9 ADJUSTING [NOT USED]
26 3.10 CLEANING [NOT USED]
27 3.11 CLOSEOUT ACTIVITIES [NOT USED]
28 3.12 PROTECTION [NOT USED]
29 3.13 MAINTENANCE [NOT USED]
30 3.14 ATTACIIMENTS [NOT USED]
31 END OF SECTION
M
Revision L,og
DATE NAME SUMMARY OF CHANCE
33
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATioN DOCUMENTS 02226
Revised July 1, 2011
3292 13-1
HYDROMULCHING, SEEDING AND SODDING
Page I of 7
I SECTION 32 92 13
2 HYDROMULCHING, SEEDING AND SODDING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Furnishing and installing grass sod and permanent seeding as shown on plans, or as
7 directed.
8 B. Deviations from City of Fort Worth Standards
9 1. None
10 C. Related Specification Sections include but are not necessarily limited to
11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
12 Contract.
13 2. Division I - General Requirements,
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Measurement
17 a. Block Sod Placement: measure by the square yard.
18 b. Seeding: measure by the square yard by the installation method,
19 c. Mowing: measure by each,
20 2. Payment
21 a. Block Sod Placement: contract unit price and total compensation for furnishing
22 and placing all sod, rolling and tamping, watering (until established), disposal
23 of all surplus materials, and material, labor, equipment, tools and incidentals
24 necessary to complete the work.
25 b. Seeding: contract unit price and total compensation for furnishing all materials
26 including water for seed -fertilizer, slurry and hydraulic mulching, water and
27 mowing (until established), fertili7xr, and material, labor, equipment, tools and
28 incidentals necessary to complete the work.
29 c. Mowing: contract unit price and total compensation for material, labor,
30 equipment, tools and incidentals necessary to complete the work.
31 1.3 REFERENCES [NOT USED]
32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED1
33 1.5 ACTION SUBMITTALS [NOT USED]
34 1.6 INFORMATIONAL SUBMITTALS
35 A. Seed
36 1, Vendors' certification that seeds meet Texas to seed law including:
37 a. Testing and labeling for pure live seed (PLS).
38 b. Name and type of seed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTs 02226
Revised July 1, 2011
3292 13-2
HYDROMULCHING, SEEDING AND SODDING
Page 2 of 7
1 2. All seed shall be tested in a laboratory with certified results presented to the City in
2 writing, prior to planting.
3 1 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 DELIVERY, STORAGE, AND HANDLING
9 A. Block Sod
10 1. Protect from exposure to wind, sun and freezing.
11 2. Keep stacked sod moist,
12 B. Seed
13 1. If using native grass or wildflower seed, seed must have been harvested within one
14 hundred (100) miles of the construction site.
15 1 Each species of seed shall be supplied in a separate, labeled container for
16 acceptance by the City.
17 C. Fertilizer
18 1., Provide fertilizer labeled with the analysis,
19 2. Conform to Texas fertilizer law,
20 1.11 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 secundaturn" (St. Augustine grass):,
29
2) "Cynodon dactylon" (C'ommon Bermudagrass),
30
3) "Buchloe dactyloides" (Buffalograss),
31
4) an approved hybrid of Common Bermudagrass,
32
5) or an approved Zoysiagrass.
33
b.
Sod must contain stolons, leaf blades, rhizomes and roots,
34
c.
Sod shall be alive, healthy and free 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
f
Acceptable growing beds:
40
1) St. Augustine grass sod: clay or clay loam topsoil.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC'IFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
I
I
3292 13-3
HYDROMULCHM, SEEDING AND SODDING
Page 3 of 7
2) Bermuda grasses and zoysia grasses: sand or sandy loarn soils.
g. Dimensions,
1) Machine cut to uniform soil thickness,
2) Sod shall be of equal width and of a size that permits the sod to be lifted,
handled and rolled without breaking,
h. Broken or tom sod or sod with uneven ends shall be rejected.
2. Seed
a. General
1) Plant all seed at rates based on pure live seed (PLS)
a) Pure Live Seed (PLS) determined using the formula:
(1) Percent Pure Live Seed = Percent Purity x [(Percent Germination
Percent Firm or Hard Seed) -f - 100]
2) Availability of Seed
a) Substitution of individual seed types due to lack of availability maybe
permitted by the City at the time of planting,
b) Notify the City prior to bidding of difficulties locating certain species.
3) Weed seed
a) not exceed ten percent by weight of the total of pure live seed (PLS)
and other material in the mixture.
b) Seed not allowed:
(1) Johnsongrass
(2) nutgrass seed
4) Harvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs.
Common Name
Botanical Name
Purity
Germination
PLS/Acre
(percent)
(percent
25
Bermuda (unhulled)
cynododactylon
85
90
75
Bermuda (hulled)
cynodon dactylon
95
90
2) Plant
between September 10 and April 15
Lbs.
Common Name
Botanical Name
Purity
Germination
PLS/Acre
(percent)
(percent)
220
Rye Grass
lolium mull corm
85
90
75
Bermuda (unhulled)
cynodon dactylon
95
90
c. Native Grass Seed
I) Plant between February I and October I
CITY OF FORT WORTH
Revised July 1, 2011
Lbs, PLS/Acre
Common Name
L6
Green Sprangletop
5.5
Sideoats Grama*
3.7
Little Bluestein*
ITO
Buffalograss
1.8
Indian Grass*
0.5
Sand Lovegrass*
6m0
Big Bluestein
8,0
Eastern Grama
Botanical Name
Leptochloa dubia
Bouteloua curtipendula
Schizachyrium scoparium
Buchloe dactyloides
Sorghastrum nulans
Erragrostis trichodes
Andropogon gerardii
Tripscacum dactyloides
HMAC SURFACE OVERLAY (2014-2)
02226
3292 13-4
IMP
HYDROMULCHING, SEEDING AND SODDING
I
Page 4 of 7
F
1,2 Blue Grama Bouteloua gracifis
Folk
1.8 Switchgrass Pans virgatum
jr
10.0 Prairie Wildr.ye* Elymus canadensis
2
d.
Wildflower Seed
3
1) Plant between the following:
4
a) March 5 and May 31
5
b) September I and December I
6
F/F
Lbs. PLS/Acre Common Name Bo tandcal Name
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias tuberosa
2.0 Clasping Coneflower* Rudbeckia amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassiafasciculata
2.0 Prairie Verbena Verbena bipinnatda
8.0 Texas Yellow Star Lindheimeri texana
8,0 Winecup Callirhoe involcrata
2.0 Black-eyed Susan Rudbeckia hirta
18.0 Cutleaf Daisy Engelmannia pirmatifida
10 Obedient Plant Physostegia intermedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
7
*not to be planted within ten feet of a road or parking lot or within three feet of a
8
walkway
9
10
e.
Temporary Erosion Control Seed
000
11
1) Consist of the sowing of cool season plant seeds.
12
3. Mulch
13
a.
For use with conventional mechanical or hydraulic planting of seed.
14
b.
Wood cellulose fiber produced from virgin wood or recycled paper -by-products
15
(waste products from paper mills or recycled newspaper).
16
c.
No growth or germination inhibiting factors.
17
d.
No more than ten percent moisture, air dry weight basis.
18
e.
Additives: binder in powder form.
19
t
Form a strong moisture retaining mat.
20 4. Fertilizer
21 a. acceptable condition for distribution
22 b. applied uniformly over the planted area.
23 c. Analysis
24 1) 16-20-0
25 2) 16-8-8
26 d. Fertilizer rate:
27 1) Not required for wildflower seeding.
28 2) Newly established seeding areas - 100 pounds of nitrogen per acre.
29 3) Established seeding areas - 150 pounds of nitrogen per acre.
30 5. Topsoil: See Section 32 91 19.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMINTS 02226
Revised July 1. 2011
329213®5
HYDROMULCHING, SEEDTNG AND SODDTNG
Page 5 of 7
1 6. Water: clean and free of industrial wastes or other substances harmful to the
2 germination of the seed or to the growth of the vegetation.
3 7. Soil Retention Blanket
4 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
5 Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
6
7 2.3 ACCESSORIES [NOT USED]
0 r .
10 itru_11111E��
9 PART 3 ® EXECUTION [NOT USED]
10 3.1 INSTALLERS [NOT USED1
MUM=
12 3.3 PREPARATION
13 A, Surface Preparation: clear surface of all material including:
14 1. Stumps, stones, and other objects larger than one inch.
15 2. Roots, brush, wire, stakes, etc.
16 3. Any objects that may interfere with seeding or maintenance,
17 B. Tilling
18 1. Compacted areas: till one inch deep,
19 2. Areas sloped greater than 3.1: run a tractor parallel to slope to provide less
20 seed/water run-off,
21 3. Are near trees: Do not till deeper than one half inch inside "drip line" of trees.
22 3.4 INSTALLATION
23
A. Block Sodding
24
1, General:
25
a.
Place sod between curb and walk and on terraces that is the same type grass as
26
adjacent grass or existing lawn.
27
b.
Plant between the average last freeze date in the spring and 6 weeks prior tothe
28
average first freeze in the fall.
29
2. Installation
30
a.
Plant sod specified after the area has been completed tothe lines and grades
31
shown on the plans with 6 inches of topsoil.
32
b.
Use care to retain native soil on the roots of the sod during the process of
33
excavating, hauling and planting.
34
c.
Keep sod material moist from the time it is dug until planted.
35
d.
Place sod so that the entire area designated for sodding is covered,
36
e.
Fill voids left in the solid sodding with additional sod and tamp,
37
f.
Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
38
slope.
39
&
Peg sod with wooden pegs (or wire staple) driven through the sod block to the
40
firm earth in areas that may slide due to the height or slope of the surface or
41
nature of the soil.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
3292 13-6
HYDROMULCIENG, SEI.',DING AND SODDING
Page 6 of 7
1 3. Watering and Finishing
2 a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary
3 metering / irrigation, water truck or by any other method necessary to achieve
4 an acceptable stand of to as defined in 3.13.B.
5 b. Thoroughly water sod immediately after planted.
6 c. Water until established.
7 d. Generally, an amount of water that is equal to the average amount of rainfall
8 plus one half inch per week should be applied until accepted. If applicable,
9 plant large areas by irrigation zones to ensure areas are watered as soon as they
10 are planted.
11
B. Seeding
12
1.
General
13
a. Seed only those areas indicated on the plans and areas disturbed by
14
construction.
15
b. Mark each area to be seeded in the field prior to seeding for City approval.
16
2.
Broadcast Seeding
17
a. Broadcast seed in two directions at right angles to each other.
18
b. Harrow or rake lightly to cover seed.
19
c. Never cover seed with more soil than twice its diameter.
20
d. For wildflower plantings:
21
1) scalp existing grasses to one inch.
22
2) remove grass clippings, so seed can make contact with the soil,
23
3,
Mechanically Seeding (Drilling):
24
a. Uniformly distribute seed over the areas shown on the plans or as directed.
25
b. All varieties of seed and fertilizer may be distributed at the same time provided
26
that each component is uniformly applied at the specified rate.
27
c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
28
drill.
29
d. Drill on the contour of slopes
30
e. After planting roll with a roller integral to the seed drill, or a corrugated roller
31
of the "Cultipacker" type.
32
f. Roll slope areas on the contour,
33
4.
Hydromulching
34
a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
35
1) Mixture is uniformly suspended to form a homogenous slurry.
36
2) Mixture forms a blotter -like ground cover impregnated uniformly with
37
grass seed.
38
3) Mixture is applied within thirty (30) minutes after placed in the equipment.
39
b. Placing
40
1) Uniformly distribute in the quantity specified over the are shown on the
41
plans or as directed.
42
5.
Fertilizing: uniformly apply fertilizer over seeded area.
43
6.
Watering
44
a. Furnish water by means of temporary metering / irrigation, water truck or by
45
any other method necessary to achieve an acceptable stand of turf as defined in
46
3.13.B.
47
b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
HMAC SURFACE OVERLAY (2014-2)
02226
Revised July 1, 2011
1
2
3
4
51,
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IE
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3292)3-7
HYDROMULCH ING, SEEDING AND SODDING
Page 7 of 7
c. Water as direct by the City at least twice daily for 14 days after seeding in such
a manner as to prevent washing of the slopes or dislodgement of the seed.
d. Water until final acceptance,
e. Generally, an amount of water that is equal to the average amount of rainfall
plus one half inch per week should be applied until accepted.
3.5 [REPAIR]/ [RESTORATION] [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.T FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. Block Sodding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Sod shall not be considered finally accepted until the sod has started to peg down
(roots growing into the soil) and is free from dead blocks of sod.
B. Seeding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Maintain the seeded area until each of the following is achieved:
a. Vegetation is evenly distributed.
b. Vegetation is free from bare areas.
3. Turf will be accepted once fully established.
a. Seeded area must have 100 percent growth to a height of three inches with one
mow cycle performed by the CONTRACTOR prior to consideration of
acceptance by the City.
C. Rejection
I.. City may reject block sod or seeded area on the basis of weed populations,
3.14 ATTACHMENTS [NOT USED]
DATE NAME
END OF SECTION
Revision Log
SI.JMMARY OF CHANGE
MY OF FORT WORTH
STANDARD cowrRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014..2)
02226
3305 14-1
ADJUSTrNG MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page I of 6
I SECTION 33 05 14
2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
3 GRADE
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous structures to a new grade
9 B. Deviations from this City of Fort Worth Standard Specification
10 L 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
13
Contract
14
2.
Division I — General Requirements
15
3.
Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill
16
4®
Section 33 05 13 — Frame, Cover and Grade Rings
17
5.
Section 33 39 10 — Cast -in -Place Concrete Manholes
18
6.
Section 33 39 20 — Precast Concrete Manholes
19
7.
Section 33 12 20 -... Resilient Seated Gate Valve
20
8.
Section 33 12 21 — AWWA Rubber -Seated Butterfly Valve
21
9a
Section 33 04 11 -- Corrosion Control Test Station
22
10.
Section 33 04 12 — Magnesium Anode Cathodic Protection
23
1.2 PRICE AND PAYMENT PROCEDURES
24
A. Measurement and Payment
25
1. Manhole — Minor Adjustment
26
a® Measurement
27
1) Measurement for this Item shall be per each adjustment using only grade
28
rings or other minor adjustment devices to a grade specified on the
29
Drawings.
30
b. Payment
31
1) The work performed and the materials furnished in accordance with this
32
Item will be paid for at the unit price bid per each "Manhole Adjustment,
33
Minor" completed.
34
c. The price bid shall include:
35
1) Pavement removal
36
2) Excavation
37
3) Hauling
38
4) Disposal of excess material
39
5) Grade rings or other adjustment device
40
6) Furnishing, placing and compaction of embedment and backfill
CITY OF FORT WORTH
HMAC SURFACE OVERLAY (2014-21
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226)
Revised July 1, 2011
2
3
4
5
6
7
9
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
AT
330.514-2
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUC,-FURLS TO GRADE
Page 2 of 6
7)
Clean-up
2. Manhole
- Major Adjustment
a. Measurement
1)
Measurement for this Item shall be per each adjustment requiring structural
modifications to manhole to a grade specified on the Drawings.
b. Payment
1)
The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Manhole Adjustment,
Major" completed,
c. The price bid shall include:
1)
Pavement removal
2)
Excavation
R
3)
Hauling
4)
Disposal of excess material
5)
Structural modifications, grade rings or other adjustment device
6)
Furnishing, placing and compaction of embedment and backfill
7)
Clean-up
3. Inlet
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to inlet to a grade specified on the Drawings,
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Inlet Adjustment"
completed,
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
4. Valve Box
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specified
on the Drawings,
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Valve Box Adjustment"
completed,
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
Y
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
I
3305 14-3
ADiusTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 3 of 6
5. Cathodic Protection Test Station
a. Measurement
1) Measurement for this Its 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
Its will be paid for at the unit price bid per each "Cathodic Protection
Test Station Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
6. Fire Hydrant
a. Measurement
1) Measurement for this Its shall be per each adjustment requiring stem
extensions to meet a grade specified by the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Its 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
7. Miscellaneous Structure
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to said structure to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Its will be paid for at the unit price bid per each "Miscellaneous Structure
Adjustment" completed.
c. The price bid shall include:
I) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
6) Furnishing, placing and compaction of embedment and backfill
d. Clean-up
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised My 1, 2011
3305 14-4
ADJUSTING MANHOLES, WLETs, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 4 of 6
REFERENCES
2
A. Reference Standards
3
1. Reference standards cited in this Specification refer to the current reference
4
standard published at the time of the latest revision date logged at the end of this
5
Specification, unless a date is specifically cited.
6
2. Texas Commission on Environmental Quality (TCEQ):
7
a. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.55 — Manholes and
8
Related Structures.
9 1.4
ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5
SUBMITTALS [NOT USED]
11 1.6
ACTION SUBMITTALS 4NFORMATIONAL SUBMITTALS [NOT USED]
12 1.7
CLOSEOUT SUBMITTALS [NOT USED]
13 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9
QUALITY ASSURANCE [NOT USED]
15 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
16 1.11
FIELD [SITE] CONDITIONS [NOT USED]
17 1.12
WARRANTY [NOT USED]
19 2.1 OWNER -FURNISHED (OR] OWNER -SUPPLIED PRODUCTS [NOT USED;
20 2.2 MATERIALS
21
A.
Cast -in -Place Concrete
22
1. See Section 03 30 00.
23
B.
Modifications to Existing Concrete Structures
24
1. See Section 03 80 00.
25
C.
Grade Rings
26
1. See Section 33 05 13.
27
D.
Frame and Cover
28
1. See Section 33 05 13.
29
E.
Backfill material
30
1. See Section 33 05 10.
31
F.
Water valve box extension
32
1. See Section 33 12 20.
33
G.
Corrosion Protection Test Station
MY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICAT110N DOCUMENTS 02226
Revised July 1, 2011
3305 14 5
ADJUSTING MANHOLES, M.,ETS,, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 5 of 6
See Section 33 04 11
2 H. Cast -in -Place Concrete Manholes
3 1. See Section 33 39 10.
4 I. Precast Concrete Manholes
5 1, See Section 33 39 20.
6 2.3 ACCESSORIES (NOT USED)
7 2.4 SOURCE QUALITY CONTROL [NOT USED)
8 PART 3 ® EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION
11 A. Verification of Conditions
12 1. Examine existing structure to be adjusted, for damage or defects that may affect
13 grade adjustment.
14 a. Report issue to City for consideration before beginning adjustment,
15 3.3 PREPARATION
16 A. Grade Verification
17 1. On major adjustments confirm any grade change noted on Drawings is consistent
18 with field measurements.
19 a. If not, coordinate with City to verify final grade before beginning adjustment,
20 3.4 ADJUSTMENT
21 A., Manholes, Inlets, and Miscellaneous Structures
22 1. On any sanitary sewer adjustment replace 24--inch frame and cover assembly with
23 30-inch frame and cover assembly per TCEQ requirement,
24 2. On manhole major adjustments, inlets and miscellaneous structures protect the
25 bottom using wood forms shaped to fit so that no debris blocks the invert or the
26 inlet or outlet piping in during adjustments.
27 a. Do not use any more than a 2-piece bottom.
28 1 Do not extend chimney portion of the manhole beyond 24 inches,
29 4. Use the least number of grade rings necessary to meet required grade.
30 a. For example, if a 1 -foot ar1justinent is required, use 2 6-inch rings, not 6 2-inch
31 rings.
32 B. Valve Boxes
33 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
34 the Drawings,
35 C. Backfill and Grading
36 1. Backfill area of excavation surrounding each adjustment in accordance to Section
37 3305 10.
Crr'Y OF FORT WORTH
STANDARD CONSTRucrION SPECIFICATION D0(umFNTs
Revised July 1, 2011
HMAC SURrACE OVERLAY (2014-2)
02226
3305 14-6
ADJUSTING MANHOLES, Mi..,ETS, VALVE BOXES, AND OTHER 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 [OR] SITE QUALITY CONTROL [NOT USED]
4 3.8
SYSTEM STARTUP [NOT USED]
5 3.9
ADJUSTING [NOT USED]
6 3.10
CLEANING [NOT USED]
7 3.11
CLOSEOUT ACTIVITIES [NOT USED]
8 3.12
PROTECTION [NOT USED]
9 3.13
MAINTENANCE [NOT USED]
10 3.14
ATTACHMENTS [NOT USED]
I I
END OF SECTION
m
w
CrrY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July A. 2011
E
3471 13- 1
TRAFFIC CONTROL
ro
Page I of 5
I SECTION 34 7113
2 TRAFFIC CONTROL
3 PARTI- GENERAL
MEF910LINH�9" �
5 A. Section Includes:
6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. one.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0-- Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division I — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Installation of Traffic Control Devices
15 a. Measurement
16 1) Measurement for Traffic Control Devices shall be per of for the Project
17 duration.
18 a) A month is defined as 30 calendar days.
19 b. Payment
20 1) The work performed and materials furnished in accordance with this It
21 and measured as provided under "Measurement" shall be paid for at the
22 unit price bid for "Traffic Control".
23 c. The price bid shall include.-
24 1) Traffic Control implementation
25 2) Installation
26 3) Maintenance
27 4) Adjustments
28 5) Replacements
29 6) Removal
30 2. Portable Message Signs
31 a. Measurement
32 1) Measurement for this Item shall be per week for the duration of use.
33 b. Payment
34 1) The work performed and materials fumfished in accordance to this Item and
35 measured as provided under "Measurement" shall be paid for at the unit
36 price bid per week for "Portable Message Sign" rental.
37 c. The price bid shall include:
38 1) Delivery of Portable Message Sign to Site
39 2) Message updating
40 3) Sign movement throughout construction
41 4) Return of the Portable Message Sign post -construction
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
3471 13-2
7WAFFIC CONTROL
Page 2 of 5
1 3. Preparation of rraffic Control Plan Details
2 a. Measurement
3 1) Measurement for this Item is per each Traffic Control Detail prepared,
4 b. Payment
5 1) The work performed and materials furnished in accordance with this Item
6 shall be paid for at the unit price bid per each "Traffic Control Detail"
7 prepared,
8 c. The price bid shall include:
9 1) Preparing the Traffic Control Plan Details
10 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
11 (TMUTCD)
12 3) Obtaining the signature and seal of a licensed Texas Professional Engineer
13 4) Incorporation of City comments
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end oft is
18 Specification, unless a date is specifically cited.
19 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
20 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
21 Transportation, Standard Specifications for Construction and Maintenance of
22 Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Coordination
25 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to
26 implementing Traffic Control within 500 feet of a traffic signal,
27 B. Sequencing
28 1. Any deviations to the Traffic Control Plan included in the Drawings must be first
29 approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Provide the City with a current list of qualified flaggers before beginning flagging
32 activities, Use only flaggers on the qualified list.
33 B. Obtain a Street 4se Permit from the Street Management Section of the Traffic
34 Engineering Division, 311 W. 106' Street. TheTraffic Control Plan (TCP) for the
35 Prqject shall be as detailed on the'rraffic Control Plan Detail sheets of the Drawing set.
36 A copy of this Traffic Control Plan shall be submitted with the Street Use Pen -nit.
37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
38 Engineer,
39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
40 Specifications. The Contractor will be responsible for having a licensed Texas
41 Prof�ssional Engineer sign and seal the Traffic Control Plan sheets.
CrrY OF FORTWORTH HMAC SURFACE OVERLAY (2014-7)
STANDARD CONSTRUCMON SPECIFICATION DOCUMFNTS 02226
Revised July 1, 2011
3471 13-3
TRAFFIC CONTROL
Page 3 5
of
I
E. Contractor responsible for having a licensed Texas Professional Engineer sign and sea]
2
changes to the Traffic Control Plan(s) developed by the Design Engineer.
3
F. Design Engineer will furnish standard details for Traffic Control.
4
1.6
ACTION SUBMITTALSANFORMATIONAL 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 USED]
9
1.11
FIELD [SITE] CONDITIONS [NOT USED]
10
1.12
WARRANTY [NOT USED]
11 PART 2 - PRODUCTS
12 2.1 OWNER -FURNISHED [OR] OWNER-SUIPPLIED PRODUCTS [NOT USED]
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 or 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 — It 502 at all times during
22 construction.
23 b. Electronic message boards shall be provided in accordance with the TMUTCD.
24 2.3 ACCESSORIES [NOT USED]
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 Traffic Control Devices as shown on
33 the Drawings and as directed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
Jim
J,
3471 13-4
TRA•FIC CONTROL
Page 4 of 5
I B. Install Traffic Control Devices straight and plumb.
2 C., Do not make changes to the location of any device or implement any other changes to
3 the Traffic Control Plan without the approval of the Engineer.
4 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 includes but is not limited to cleaning, replacing, straightening,
7 covering, or removing Devices.
8 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
9 and that retroreflective characteristics meet requirements during darkness and rain.
MY OF FORT WORTH HMAC SURMICE OVERLAY (2014-2)
STANDARD CONSTRUC.710N SPECIFICATION DOCUMENTS 02226
Revised July 1, 2011
3471 13-5
TRAFFIC CONTROL
Page 5 of 5
I
L. Removal
2
1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
3
and other Traffic Control Devices used for work -zone traffic handling in a timely
4
manner, unless otherwise shown on the Drawings,
5 3.4
REPAIR / RESTORATION [NOT USED]
6 3.5
RE -INSTALLATION ]NOT USED]
7 3.6
FIELD [OR] SITE QUALITY CONTROL [NOT USED]
8 3.7
SYSTEM STARTUP [NOT USED]
9 3.8
ADJUSTING [NOT USED]
10 3.9
CLEANMG [NOT USED]
11 3.10
CLOSEOUT ACTIVITIES [NOT USED]
12 3.11
PROTECTION [NOT USED]
13 3.12
MAINTENANCE [NOT USED]
14 3.13
ATTACHMENTS [NOT USED]
15
END OF SECTION
E
19
Revision Log
DATE NAME SI..JMMARY OF CHANGE
CrrY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
GC-4.01 Availability of Lands: N/A
GC-4,02 Subsurface and Physical Conditions: Under Soil Lab / Test Reports in Buzzsaw
GC-4.04 Underground Facilities: N/A
GC4.06 Hazardous Environmental Condition at Site: N/A
G-C-6.06.13 Minority and Women Owned Business Enterprise Compliance: Included
GC-6.07 Wage Rates: Included
GC-6,09 Permits and Utilities: N/A
GC-6.24 Nondiscrimination: "None"
GR-01 60 00 Product Requirements: N/A
SP-0 I Special Provisions: Included
CITY OF FORT WORTH HMAC SURFACE OVERLAY (7014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011 02226
Project Name: HMAC Surface Overlay i
DOE Project Number:
Mapsco location:
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, please 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 Monday®
Friday between 7:30 a.m. and 4:30 p.m.
Block Street Project Expected Construction Dates
ll Name Limits W*Sthtt
1100 to 1200 Brown Street Yates Avenue to Keller Springs Parkway From 6-20-06 to 7 4-06
5
2
4:il- FORT WORTH=-
4
6j'
3•
--___.w..._.. ro � � Ct � I t�
T
4'
,�__Funding
-3-
2 Contractor: in
W-COntraCtor's 2
Name-----
2
2 .--Questions on this Project Call:
11. __'i
2 (817) 392 - XXXX
2 After Hours Call: (817) 392 - XXXX
. + —4. Ir 1
/RI 1"TYP. J
FONTS:
FORT WORTH LOGO IN CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
COLORS:
FORT WORTH - PMS 288 - BLUE
LONGHORN LOGO - PMS 726 - BROWN
LETTERING - PMS 288 - BLUE
BACKGROUND -WHITE
BORDER - BLUE
NOTES:
IF APPLICABLE TO THE PROJECT,
CONTRACTOR SHALL OBTAIN VINYL
STICKER "CITY GAS LEASE REVENUE
IN ACTION"/ LOGO AT CDR SIGN AND
ENGRAVING, 6311 EAST LANCASTER
AVE (8117-451-4684), PEEL AND PLACE
IN FUNDING SECTION.
PROJECT DESIGNATION SIGN
CITY OF FORT WORTH - CONSTRUCTION STANDARD
DRAWING NO. 1 - H DATE:
q,
'k, N ft—b mww I Adl Mors
cwxm (11wo Lot (Ke fAcBm 42 " nj an clatEnt srhmulAnm 1p" mcum 32
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FORTWORTH CITY OF FORT WORTH, TEXAS REVISED: 1 08-31-12
RESIDENTIAL ASPHALT
STREET SECTION (L) 32 12 16-D501
}` REDBOARD F
,DEPTH OF SIDEWALK
/t BARS • tB` c.c,B W. -- { -,MS HALF OF DUKE Ta BE
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yi
.'R CAS
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s' MR.
8 } i
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i'
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SECTION VlElk
SIDEWALK ADJACENT TO CURD
IAN
SIOE=3 ---_ AA" `ROSS eI
zx MAX {
04 BARS O 18` CiTElPACTT
MUINIRADE TO
@ENVTY
ECTION VIE
591YALK
L EVANSION JDINT lTM REDWOOD BOARD EWR- -O' NA% g A`
AND �Y ` Cam} FOR S' A ANO AT ALLR POINTS
TOOLED GROOVE T@ BE (Su EVANSON J001 DETAv - - ,
('
NOTE /4 BARS O §R` 011- 8.w. .
1, W' SIDEWALK WIDTH 4' IWEN, S` IF SIDEWALK
1$ AO £NT TO IOlRR, OR GREATER AS
I. - . - TEa'T ON THE PLANS
A
REINFORCED CONCRETE SIDEWALK
E
(t BAR O t ` CC �
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z' Sid. 40 vc ' L
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ii` _ taF BAR n.t 4• M DENS IT E B� � 5 54 € B" MIN.
s 3
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CONCRETE
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' t T
t
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r :;• ,� $@b @EN9fi7 TORT WORTH P$' BAR
�4{
RAMP TI—IN AT PAVEMENT
5ECTION VIEW
!- WAt tt Ati iA ENT TO CURB WITH R€TANNING. WAIL
CITY OF FORT WORTH, TEXAS REVISED 05®0'2013
SIDEWALK DETAILS 32 13 20-13546
0
"Does To K&O-ft, IMPAN" ANY FQVM Wma
1, FL, go DLAAW& mm/ On Maly ALL 1W IN bAAL To 4- xmam VAIN
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CONXIMMIGH JONT
31 I
ILMOSAME FIVE 19, TV WE, mm E OF PER a fmZ ,;..MR t&-0411 ORrVEWAY EXPANSION CONSTRUCTION JOWT
UPON &Z u 20 STANUMED NJOWAK (BETWEEN EXIST & PROP)
PER PATIOrock
3. *%I , WMWai (SEC OVAL - V"S SKIT) WNEK LCOOI
O&VE"I C41"Cll 10 blPEW" PLACE EXPAMPON ART FOR
Ow"CrOos TO I.St DWYE AT RACK OF IDEWN" W MOVE SECTION AA
COW MATION t*WWA KYOW ?A* PLAX 90*k*Qk AWT AT
MCA Of SOCNA&A INO PLACE CO"TmLcfKm .047 PER
31 13 13-01b13 AT CQ"ClQ% URN EXITINS Dow.
& o."y La%f * oawwAv AAmp a opnc*A, a ii'-W E MT
cMLv ME= 01 0. DOW 49AINED to CORKSPOND WIN
ip*T(s) 0 PAWAM
,k baM . X00, TmW W%f*A`T To K POURED SAW U
AS o"NAT -F*MCK " PAQ FOR As DRIVEWAY APPROACK
EM1104 *MWJA W ANT. DWA K NLW40 40 ROUGM
41 P.O" Ir mc ISM0110% FDA ORKWAY BE Wto "STWA
40`rA. T PAVE". T. IWAC 14"arm oun*AR, TO 510% CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
Co"ll.cum =C wmxm WAX p(m.0 r "I
flo"Toft PM PER 100 PER SECSON U 12 IL CONCRETE MRESIDENTIAL DRIVEWAY
A. log ORAGE M AT TK OUTYER Lft " AT MY KWT WTI.
10 MY W @W"U LM W.V "OT ENOW 11 PlJ"%T. APPROACH WITH RADIUS 32 16 13-DS28
A. 0" OM.C%fg Mki WE 4AU -A! PER SCI1011 32 13 ASPHALT PAVING
M073 To Dcvogm�
I — FILL IN BLANKS AND/ OR VERIFY ALL TEXT IN OWE
L SET GRADES TO CONVEY STORMWATER WITHIN R.C.W. OR EASEMENTS.
t MINIMUM WIDTH 15 2—Q'.
1 REVSE OETAL AS NE M MAT01i ACTiJAL RQAWA` DE94N. MATCH EXISTING WIDTH UP TO r—O'
4. M0091 XTAIL M MEET SPEORC CONDIsOML
2!—Q* rii NOTE I
PER 32 12 16
"Am"O
PRSM ASPHALT ERSECMON
PAVING PER TYPICAL
SmDQN SEAL vAl"
ANT
k-*mNx.:l
,
I I yAI-
7L
COMPAMD ACCEPTABLE CDMPACTED TAKE
kAnVT PACKFLL PERae NATIW RACKFXL PER
SECAON 11 Z4 GO
4
SECTION 31 24 DO
11 FE
I" ( - MINIMUM EXCAVATION
ETON MINIMUM EXCAVATION
OUTLJNE STREET
OUTUNE FOR STREET
COI01TRUCRON
04 BARS STING SUBWAK
VAIBUZED SUBGRADE SIG 04 BAR$
PER PAVIN� i'PICAL I
SEC ION
or I r
NEW CONSTRUCTIORL EXISING STREU
EVANSMN =%I, FORMED GROOVE
SMOOTH RrUNDEO TO r RAINUS WITH )r
PREMOLM EVANSON JUNT AND
54JCDNE MNT SEALANT
'IF W WIM
1.1f PA T 21 MIN OR r
I CURIO
I� T12
T
—Op=
0.
"GRADE
M TTPK;AL
PROPOSED —j i I I � L— DowtL REEW Em CAP ROADWAY
DUBGRADE TO FIT DOWEL AND BE SECTIONPER TYPICAL BAR STOP j SECURED
ROAMA
SECTION
HOIL
AND CUTTER FXPANSION JOINT t ZOG LF MAMMUM SPACING eETWEM CURS
AND WTWR EKPANSQN JUNT5,
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
STANDARD CURB AND GUTTER 3216 13-DS34
-,-J --A 1-4 --A
,\ - - --.j ,
F%
............... . . .. .. . ..... ..... ... .. ..... ' ''I .... .. . .. . .. .. .. .. .... .... ....... ...
NOTES TO DESIGNER:
1. DETAIL DEFINES PAY LIMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCPON.
fi
24 HMAC
TRANS111ON
EXPANSION PER SECTION EXPANSION
JOINTS A 32 12 16 JOINTS
PER PER
-D 3213J13-D513 k32 13 13-135' 13 . . ........ . . .......... .................. . ...... .....................
9. HMAC \-SEE NOTE 4
TRANSITION
PER SECTION
321216 XINTERSECTING VALLEY
- - - - - - - --------------------------------- -
PLAN VIEW
-9.- -91-
SEE #4 BARS 0 SEE
NOTE 4 f" MAX OR AS DIRECTED BY NOTE 4
is' O.C.B.W. THE ENGINEER
COMPACTED 8' 0- MIN. -
SUBGRADE (RESDENTIAL STREETS)
(SEE NOTE 2)
SECTION A -A
YOU
t THE 7* REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7* OF THE PAVEMENT WTH THE REMAINING
PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE NTH THE TYPIC
PAVING SECTION.
2. 6- FLEX BASE, TYPE A. GR-I OR MATCH ll-IE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION
TYPE D OR TYPE 8 ASPHALT OR PREPARED SUBGRADE MAY BE USED.
3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT.
AND 24 HMAC TRANSIVON SUBSIDIARY TO CONCRETE VALLEY rAJTTER. crry MAY APPROVE ADDITIONAL HMAC
TRANSITION BEYOND THESE LIMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16.
5. GUTTER TO BE SHAPED TO CONFORM IMTH CONCRETE VALLEY (OR PAVEMENT). I
... . .. . .......... . ..
CITY OF FORT WORTH, TEXAS 1 REVISED: 08-31-2012
CONCRETE VALLEY GUTTER 32 16 13-01530
DE",' "mam. EXPANSION OAT RED Wn BOARD EVERY 40 (MAX) FOR 4'
04 BARS a is- o.c.o.w. -\\ W EIARY 50 FOR 5 SIDEWALK AM AT ALL BADS MINTS
THIS HALF OF OWL TO BE MMED TO
COATED VATH ASPHALT. GROOVE RE (SM EXPANSM.0. ANT DE.AR)
mp w
#4 SMOOTH ROUND SUP CAP NOW-, #4 BARS'D lo- O"x
BAR 0 24' D.C. MAXIMUM t ;V-SPEINALK WD-114 C Aft V F 51DEWALK
S ADJACENT TO ate,
OR GREATM AS
INDICATED ON INE PLAN&
EXPANSION JOINT DETAIL EL&U
REINFORCED CONCRETE SIDEWALK
ZX MAX SLOPE S' W TAMPED
CURII-� a SIDEWALK CROSS
3,14' CHAMFER
V_ fiA BARS 6 13 PACTED #4 BAR 9 1 'Z' OC._
O.Caw- SUBOPADE TO vQX DENSITY 14 BAR 0 24' MC.-
LOW #4 BAR -ras j 21 CLEAR TYP
It
a 2e D.C. 2' SCH 40 PVC
SECTION VIEW WEEP 4OLiS 0 .3
i,
SIDEWALK ADJACENT TO CURE: lcr-o' ac FREE DRAINING
AGGREGATE
COINTINUOUS LENGrH
CURB - SIDEWALK CROSS SLOPE OF RETAINING WALL
4' MIN,
dy
E
#4 BARS .1 Ilr
ii
CROSS SLOP
MAX
T FMIMM Il
12, �S�CCMPACTIM -1! k7j �".
l E::i SUeQiAUE To
BAR 4• BOX DENSITY a 6, mm
C
SOMPACTED
UBGRADE TO
9OX DIONSITY
YLMN—MEA
SIDEWALK
BARS 0 i5' CONCRETE RAMP
CURB --\ S.W.
PAVEMENT
XA L_
.'ACTED
SUBGRADE TO
FaIIl Il %Dx DENSITY
nr Lma p BAR
a O-_Q SCTIC)N VIEW
RAMP TIE—IN AT PAVEMENT
SECTION \AEW
$LQEWALK ADJA&ZN-5 TO CURB WITH REjANNZ_WALl
CITY OF FORT WORTH, TEXAS REVISED: 05-09-2013
SIDEWALK DETAILS 32 13 20-D546
j
[ 4' MINIM
Li
SIDEWALK ® #
TRANSITION NON WALKING
MID.) 2 SURFACE
MAX.
LANDING
EXPANSION JOINT (W X - MIN.)`, ez
(TYP•
CR CURE Gg CURB
(AS REQUIRED) y >i z ;
IL
P
I '7 F i 1 FACE OF
CURB
DETECTABLE WARNING SURFACE cq
PER 32 13 20—D545 1 LIMITS OF PAYMENT
FOR RAMP
NOTE:+���«¢
F THE DISTANCE FROM TEE END
OF THE RAMP TO THE BACK OF
CURB IS GREATER THAN 5 FEET, s°
DETECTABLE WARNING SURFACE
SHALL BE PLACED ON THE LOWER RADIUS
LANDING AT THE BACK OF CURB z
AND RUN THE ENTIRE LENGTH OF a.a �E�' DETECTABLE WARNING
THE OPENING. SLOPE TO BE 2% f ! SURFACE OPTIONAL LOCATION
MAX. IN ALL DIRECTIONS, (SEE NOTE
s
5- MIN.
RAMP
WIDTH
CITY OF FORT WORTH, TEXAS REVISED: 08-31_2092
PE P-1 PERPENDICULAR CURB RAMP 32 13 20-D540
F W�a j
®
FACE OF CURS
.-
MAX
EXPA)NSION JOINT
LANDING �
(�
(5' X 5' IN.) 1
1.
��
I
CURB
1
(AS REQUIRED)
CL
i�
irof
� � �
DETECTABLE WARNING SURFACE---,,,,,-�
<
PER 32 13 20—D545K
fag rat 1
E� rj j LIMITS OF PAYMENT
FOR RAMP
z I > r
DETECTABLE WARNING
SURFACE OPTIONAL LAT1ON
j (SEE NOTE 1)
5` MIN,
RAMP
WIDTH
RTWO[ff CITY OF FORT WORTH, TEXAS TYPE P-2 PARALLEL CURB RA REVISED: �$c��l����
(SIDEWALK ADJACENT TO CURB) 32 13 20-D541
I" , .. �l '711 " " 'I"
e WITS TYPE � CR e (Of%DED ROAD)
TYPE 1-C 4� (Qr) =D RAISED PAQV MARKER
SKIS' LANE LINE - PAVEMENT MARKING
TYPE 0-A-A .' RAISED
PAVEMENT MARKER
4' '.'ow
DQ119LE Y LLOW LINE - PAVEMENT MARKING
r WHITE
STOP BAR
X - 1,6 X SPM LIMIT
20, 1 1 (FEET) TI.FE I-C 4'
RX250 PAVEMENT
MARKER
0 0 0 WK—E
CURB, EDGE OF PAVEMENT,
OR YELLOW MN -RUNE
TIJRN BAY LANE UNE - PAVEMENT MARKERS
NOTES:
1. ALL PAVEMENT MARKINGS SHALL RE INSTALLED ACCORDING TO
THE CURRENT TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES AND MEET CURRENT CITY OF FORT WORTH
SPECWICA',DNS.
2- A 1/16- CHALK LINE SHALL BE USED TO MARK LOCATION OF
PAVEMENT MARKINGS TO BE PLACED ON PAVEMENT. ALL
PAVEMENT MARKINGS SHALL BE IN LINE WITH NO VARIANCES
OTHER
IHER THAN NECESSARY FOR PROPER ALIGNMENT OF TRAVEL
LANES
S. REFER
TO THE PLANS FOR PAVEMENT MARKING MATERIAL TYPE
AND INSTALLATION METHODS.
4< FOR T.DOT MAINTAINED FACILITIES, REFER TO T.DGT PAVEMENT
MARKING STANDARDS.
TYPE -A-A r RAISES PAV0"T MARKER
_j YELLOW
IWO-WAY LEFT SRN NF PAVEMENT MARKING LA
e YELLOW
Xil
CENTER GORE AREA - PAVEMENT MARKINGS
o
W WITE
OF PAVEMENT
CROSS HATCHING FOR M.ERGlNG/SHlj.FMNG - PAVFMENT MARKINGq,
FORTWORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
TYPICAL PAVEMENT MARKINGS 32 17 23-D642
CROSSWALKS WITH LONGITUDINAL LINES
SHALL BE USED AT PEDESTRIAN
CROSSINGS (MD-BLOCK CROSSINGS,
NON -PROTECTED CROSSINGS, IN
SCHOOL AREAS, AND PROTECTED
CROSSINGS).
w MIN.
10' MAX
L12*
2e FE=- —24"
24"T"
E7=
c=
E:=
L12-
STANDARD CROSSWALKS AND
STOP BAR PAVEMENT MARKINGS
3 .. MIW 12' MAX I I`- 12' i
18- _VVV VV'VVVVVV DIRECTION
T OF TRAVEL
YwELD LINES
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE INSTALLED ACCORDING TO THE
CURRENT TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
MEET CURRENT CITY OF FORT WORTH SPECIFICATIONS.
2. CROSSWALK MARKINGS SHALL ALIGN WITH T04E CURB RAMPS, IN
ACCORDANCE WITH THE CURRENT TEXAS MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
3. THE CROSS AND RUNNING SLOPES WITHIN A MARKED CROSSWALK SHALL
COMPLY WITH THE LATEST EDITION OF THE TEXAS ACCESSIBILITY
STANDARDS
4. LONGITUDINAL CROSSWALKS LINES SHALL NOT BE PLACED IN THE WHEEL
PATHS.
5FOR TxDOT MAINTAINED FACILITIES. REFER TO TxDOT PAVEMENT
MARKING STANDARDS.
6. CROSSWALK SPACING ASSUMES A 12 FOOT LANE WIDTH. REFER TO
NOTE 04 IF LANE WIDTH IS NOT 12 FEET,
7. CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO THE
INSTALLATION OF PAVEMENT MARKINGS. CITY SHALL APPROVE
PAVEMENT MARKINGS LAYOUTS AND LOCATIONS PRIOR TO INSTALLATION.
... ... . ........
CITY OF FORT WORTH, TEXAS REVISED: 11-11-2013
CROSSWALKS, STOP BARS
AND YIELD LINES 32 17 23-D643
LIFTING BOX
vmklmll��m
PROFILE VIEW COVER
OPENING
RAME WIDTH
PROFILE VIEW - FRAME
NOTES:
1. PROVIDE HINGED FRAME AND COVER
WHERE INDICATED IN THE DRAVANCS
AND ON DETAILS.
I LIDS SHALL BE INTEGRALLY MARKED
INDICATING -WATER-, -SANITARY
SEWER', OR 'STORM DRAIN' AS
DESIGNATED ALONG WITH FORT WORTH
LOGO PER SECTION 33 05 13.
3. ALL HINGED FRAMES AND COVERS
SHALL REQUIRE A WATER -TIGHT
GASKET.
4. FOR WATER AND SANITARY SEWER,
ALL TYPES OF FRAMES SHALL ALLOW
MINIMUM 30-INCH OPENING. UNLESS
OTHERWISE SPECIFIED IN THE
DRAWINGS.
5. FOR OR DRAIN ALL TYPES OF
FRAMES SHALL ALLOW MINIMUM
24--INCH OPENING PER SECTION 33 05
13, UNLESS OTHERWISE SPECIFIED IN
THE DRAWINGS.
IF LID IS IN PAVEMENT,
ORIENT HINGE TOWARD
ONCOMING TRAFFIC
`—INSIDE DIAMETER SHALL BE
EQUAL TO INSIDE DIAMETER
OF FRAME
PLAN VIEW - GRADE RINGS
IN TRAFFIC AREAS GRADE -
RINGS SHALL BE CONCRETE,
OTHERWISE HDPE WILL ALSO
BE PERMITTED
MANHOLE OR VAULT
- PER DRAVANVa
CITY OF FORT WORTH, TEXAS
WATER -TIGHT HINGED MANHOLE FRAME,
COVER AND GRADE RINGS
REVISED: 08-31-2012
33 05 13-DO08
SEPARATI-
TANCEI.
PROPOSED HMAC a EXISTING HMAC
PLAN VIEW pAVFMENT REPAIR PAVEMENT
PAVEMENT REPAIR PER
EXISTING HMAC FRAME AND COVER AS TRENCHASPHALT REPAIRPAVEMENT DETAILS
PAVEMENT/ 2° FAIN. INDICATED
INDICATED IN THE DRAWINGS AS INDICATED IN THE
COLLAR DRAWINGS
SMOOTGROUT F CE
®�s rP`t�%% 1��� z.r. ,�.e. roA....`c 4� i"E;`i6JPo��
Nze
H <A
-u
iz-Z
rl ...... 2 ROWS RAM—NEK ........ .....
............... ........
OR EQUIVALENT
VARIES
(TYP.)
MANHOLE OR VAULT'
UNDISTURBED
SUBGRADE P x o- PER DRAWINGS
EXISTING TREATED
SUBGRADE
I
ACCEPCKFILL TABLE BA NOTES: M
1. THIS DETAIL TO BE USED ONLY WHERE
OR AS REQUIRED BY
DRAWINGS PER SECTION SPECIFIED ON THE DRAWINGS IN
33 05 10 COMBINATION WITH PROPOSED MANHOLE
SEC'rtO EW OR VAULT' IN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHALL
BE NO LESS THAN 2' THICK, AND SHALL
NOT EXCEED 12' IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALLOWED.
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT LID "j)",
ASSEMBLY.
CITY OF FORT WORTH, TEXAS REVISM 08-31-2012
MANHOLE LID ASSEMBLY- EXISTING HMAC
33 05 13-D011
PAVEMENT (FLAT TOP)
HMAC SURFACE OVERLAY (2014-2)
Project
Blk Limits
Street Limits
Procedure
Qty/LM
CDlmapsco-
—Name
ASHLAND AVE
1800-2099
CAMP BOWIE BLVD- BRYCE AVE
FMOL
0.33
-7
75G
AVE B
2500-2599
W DEAD END - S BEACH ST
POL
0.21
8 =
78J
If
BIRCHMAN AVE
4100-4399
CLOVER LN ASHLAND AVE
FMOL
0.88
-7
75L
BOSTICK ST
400 499
VALKLIS ST CAMILLA ST
POL
0.24
8
78E
CAMILLA ST
2300-2599
W DEAD END - S BEACH ST
POL
0.61
8
78E
CARDIFF AVE
4400-4499
WALLINGFORD DR KINGSWOOD DR
POL
0.33
6
89X
CHARTER OAK CT
7800-7899
SE CUL-DE-SAC - RANDOM RD
POL
0.19
.7
31 M
DRIFTWOOD CT (N)
7800-7899
S CUL-DE-SAC - RANDOM RD
POL
0.18
'7
31 M
EL CAMPO AVE
3900-4099
SUTTER ST- CLOVER LN
FMOL
0.48
-7
75H
LIBBEY AVE
5300-5599
PREVOST ST - FARON ST
POL
0.87
3
75N
LIPSCOMB ST
100-199
W VICKERY BLVD - W JARVIS ST
FMOL
0.2
9
76H
RANDOM RD
8800-8999
CROSSWIND DR - CROSSWIND DR
POL
179
-7
31 H
ROYAL HARBOR (S)
8800 •- 8899
RANDOM RD - S CUL-DE-SAC
POL
0.12
-7
31L
S JENNINGS AVE
100-599
W VICKERY BLVD - PENNSYLVANIA AVE
FMOL
1,17
9
'77E
SUGARLAND DR
7800 7899
CROSSWIND DR - RANDOM RD
POL
0.3
7
31 M
TASMAN ST
700-799
HEMPHILL ST -, KLEINERT ST
POL
0,17
9
90V
Ir
THOMAS PL
2500-2799
=PERSHING AVE - WEST FWY SIR WB
POL
0,39
.7
'75L
TIMBERWOOD CT
7800-7899
SE CUL-DE SAC - RANDOM RD
POL
0.4
'7
31 M
TOPPER ST
2000 2099
CROWLEY RD - NDELL DR
POL
0.43
9
90T
W VICKERY BLVD
300-499
GALVESTON AVE - S JENNINGS AVE
FMOL
0.6
9
771E
WALLINGFORD DR
6300. 6399
CARDIFF AVE -,, CHEDLEA AVE
POL
0.21
6
89X
WALRAVEN CIR
6000 •- 6199
WEDGMONT CIR S - S HULEN ST
POL
075
�
89T
10.85
1
m
CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project: HMAC SURFACE OVERLAY 2014-2
Project# 02226
DOE No: 7184
Fund Code: 03
Contractor:
i HOLE 1 AShlancl "e
LOCATION® 2016 Ashland Ave W/4
3.0011 HMAC
4.00" Concrete (4199.0 PSI)
10.000 Light Brown Sandy Clay W/rocks
HOLE # 2
LOCATION: 1916 Ashland Ave C/4
3.00" HMAC
50 3 _0
.11 Concrete (3891.0 PSI)
10.00" Brown Sandy Clay /rocks
HOLE # 3
LOCATION: 1811 Ashland Ave E/4
5.0011 HMAC
5.000 Concrete (4488.0 PSI)
8.00" Mainly rocks with Grey Sandy Clay
[HOLE #1 Birchman Ave
LL0-0CATION: 4336 Birchman Ave S/4
4. 00" HMAC
5.00" Concrete (4778.0 PSI)
7.00" Light Brown Sandy Clay /rocks
HOLE #2
LOCATION: 4311 Birchman Ave C/4
4.00" HMAC
5.00m Concrete (4705.0 PSI)
7.00" Brown Sandy Clay /rocks
HOLE # 3
LOCATION: 4250 Birchman Ave N/4
3. 0 0 " HMAC
13.00" Greyish Brown Sandy Clay
HOLE # 4
LOCATION: 4200 Birchman Ave S/4
3.0011 HMAC
5.00" Rocks
r
N
8.009 Dark Brown Sand
Clay W/rocks
- - ---------
�', 'HOLE # .5
LOCATION: 4120 Birchman Ave N/4
4.00" HMAC
5.00" Concrete (4561.0 PSI)
7.00" Grey Sandy Clay W/mostly rock
HOLE # 6
LOCATION: 20'W of Clover N/4
3. 0 0 " HMAC
6.00" Concrete (4705.0 PSI)
6.00" Reddish Dark Brown Sandy Cla
JHOLE # 1 S Jennings Avi--
.LOCATION:40'N of Pennsylvania Ave E/4
5. 00" HMAC
3.00" Concrete
8.00" Black Sa
HOLE # 2
CATION-
(2895.0 PSI)
1v Clav w/rocks
201S of Petersmith W/4
. ... . ........
S. 00" HMAC
7.00" Brown Sandy Clay W/rocks
4.00" Black Sandy Clay
HOLE # 3
,LOCATION:20'S of W Breadway Ave E/4
4. 00"
G. 00"
6.001,
HMAC
Concrete (2751.0
Black Sandy Clay
�HOLE # 4
LOCATION: 201S of W Daggett Ave W/4
4. 0 0 " HMAC
6.00" Concrete (2229.0 PSI)
1.00" Brown Sandy Clay /rocks
5.00" Black brown Sandy Clay
9
5.500 Concrete (4157.0 PSI)
7.00" Dark Brown Sandy Clay w/rocks
HOLE # 3
,LOCATION: 3927 El Campo Ave N/4
4.0011 HMAC
5.00" Concrete (4561.0 PSI)
7.000 Brown Sandy Clay w/rocks
HOLE # 4
LOCATION: 3904
El Campo Ave S/4
4.0011 HMAC
5.00" Concrete
(3864.0
PSI)
7.00" Brown
Sandy Clay
w/rocks
HOLE # I
-L,*O,--C-,-A,TION:20'W
Libbey Ave
of Prevost
N/4
.0011 HMAC
.00" Brown
Iii6LE
Sandy Clay
w/rocks
# 2
)LOCATION: 201E
of Hervie
S/4
9.0011 HMAC
7.00" Lt Brown
Sandy Clay
w/rocks
iHOLE # 3
iLOCATION: 5416
Libbey Ave
N/4
3. 00" HMAC
5.00" 2:27 (1231.0 PSI)
8.000 Brown Sandy Clay w/rocks
HOLE # 4
LOiCATIO50 0 Libbey Ave S/4
8.0011 HMAC
8.0011 Lt Brown Sandy Clay w/rocks
HOLE # 5
LOCATION: 5533 Libbey Ave N/4
8.00"" HMAC
8.00" Brown Sandy Clay w/rocks
HOLE # 1 Thomas Pl
LOCATION: 20®S of Pershing Ave W/4
4.0011 HMAC
7.00" 2:27 (1158.0 PSI)
5a00®® Lt Yellowish Brown Sandy Clay w/rocks
HOLE # 2
LOCATION: 201N of Birchman E/4
4.0011 HMAC
12.00" Brown Sandv Clav w/rocks
HOLE # 3
LOCATION: 401N of Calmont Ave C/4
3.0011 HMAC
IR
3. 00" HMAC
Concret
8.00" Black S1
(2895.0 PSIII
)
1v Clav w/rocks
HOLE # 3
LOCATION:
5.00" HMAC
3.00" Lt Brown Sandy Clay W/ro�cks
10.00" Brown Sandy Clay w/rocks
HOLE # 1 Lipscomb St
LOCATION: 201N of W Jarvis St W/4
3.00" HMAC
4.50" Concrete (2172.0 PSI)
8.00" Black Sandy Clay w/rocks
HOLE # 2
LOCATION: 20'S of Vickery Blvd E/4
9. 0 0 " HMAC
7.0011 Reddish Brown Sandy Clay w/rocks
HOLE # 1 Tasman St
LOCATION: 701 Tasman St
3.00" HMAC
13,00" Brown Sandy Clay
LOCATION- 720 Tasman St
4.0011 HMAC
12.00" Brown Sandy Clay w/rocks
TI-OLE# C I ardiff Ave
LOCATION: 4466 Cardiff Ave S/4
9. 00" HMAC
7.00" Brown Sandy Cl
HOLE # 2
LOCATION: 4450 Cardiff Ave C/4
8. 0 0 " HMAC
8.Oar® Dark Brown Sandy Clay
HOLE # 3
LOCATION® 4404 Cardiff Ave N/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
TO —Li —#1 — Wallingford Dr
LOCATION: 6305 Wallingford Dr E/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
0
UJ
HOLE #2
LOCATION: 6313 Wallingford Dr C/4
7.0011 HMAC
9.00" Brown Sandy Clay /rocks
-- -- -------
HOLE # 3
LOCATION® 6321 Wallingford Dr W/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
LOCATION: 6000 Walraven Cir N/4
4.00- HMAC
12.00ff Dark Brown Sandy Clay w/rocks
HOLE #2
LOCATION® 603.7 Walraven Cir S/4
7.00- HMAC
9.00" Brown Sandy Clay w/rocks
HOLE # 3
LOCATION: 6033 Walraven Cir C/4
11.00- HMAC
5.0011 Brown Sandy Clay w/rocks
.. ... .. . .... .
!HOLE #4
LOCATION® 6113 Walraven Cir N/4
7.0011 HMAC
9.00" Brown Sandy Clay /rocks
H OLE # 5
ILOCATION: 6129 Walraven Cir S/4
� L0'.00" HMAC
1 00" Brown Sandy Clay /rocks
0
HOLE # 6
LOCATION: 6141 Walraven Cir N/4
13.0011 HMAC
[--3.00" Brown Sandy Clay /rocks
. . . ........
HOLE # 1 Topper St
�LOCATION: 20'E of Randoll Dr S/4
4.0011 HMAC
3.00" Dark Brown Sandy Clay /rock
9.00ff Lt Brown Sandy Clay /rocks
!LOCATION: 2040 Topper St N/4
3. 0 0 " HMAC
5.000 Brown Sandy Clay /rocks
8.009 Dark Brown Sandy Clay w/rocks
HOLE # 3
LOCATION: 2025 Topper St S/4
4. 0 0 " HMAC
POP
12.00" Lt Brown
andv Clav w/rocks
LOCATION:2000 Topper StrA
5. 0 0 " HMAC
11.00" Brown Sandy Clay
ii-OEE- # -1 - - - - -------- W Vickery Blvd
LOCATION: 20'W of Galveston Ave N/4
3. 00" HMAC
7.00" Concrete (4214.0 PSI)
6.00" Lt Brown Sandy Clay w/rocks
HOLE #2
LOCATION :201E of St Louis C/4
3. 0 0 " HMAC
5.00" Rock and Sand
8.00" Dark Brown Sandy Clay
HOLE #3
LOCATION® 301E of Jennings Ave S/4
6.0011 HMAC
3,00" Red Brick
6.00" Concrete (2461.0 PSI)
3.00" Dark Brown Sandy Clay
Approval:
Ryan. Jeri
Routing:
Date Tested: 12/18/13-1/3/14
r ( Requested by: Kristian Sugrim
Tested by: So.-il Lab
Superintendent
Ri.le
m
0
CITY OF FORT WORT"
T/PW
SOIL LAB SERVICE
LABORATORY RESULTS FOR
TESi'R-OL� AND PLAS�ICITY INDA
Project: WATER&SEWER REPLACE CONT 2009 WSM--D
Project# 01435
DOE No:6492
Fund Code: 03
Contractor:
.. ........ . ... ..
HOLE # 1 Random Rd
LOCATION: 8948 Random Rd C/4
6.00" HMAC
10.00" Brown Sandy Clay /gravel & rocks
ATTERBURG LIMITS: LL:34.9 L,:1.8®6 PI:16®3 SHRKG: 8.0t
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
— ----- - -------
HOLE # 2
LOCATION: 8920 Random Rd C/4
5.'5 0
6.00" Brown Sandy Clay /rock & gravel
6.00" Lt Brown Sandy Clay /gravel
TT-,TEkhb RG---L—IMITS--:-"- LL:34.1 PL:12.2 PI: 12.4 SHRKG: 8.0t
MUNSELL COLOR CHART: 10 Yr 8/2 Very Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
'H—OLE# 3
LOCATION: 7913 Random Rd C/4
— ----- - -- ---
6.50" HMAC
10,00" Lt Brown Sandy Clay /rock & gravel
ATTERBURG LIMITS: LL-35.3 PL:1.4.1 PI.21-2 SHRKG- 8.Ot
MUNSELL COLOR CHART: 10 Yr. 8/2 Very Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 4
LOCATION:8836 Random Rd C/4
6.00" HMAC
10.00" Brown Sandy Clay /rock & gravel
ATTERBURG LIMITS: LL:37.5 PL.17.7 PI-19.8 SHRKG: 11.0%-
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
70--Lli # 1 Shady Shore
LOCATION: 7908 Shady Shore C/4
3.0011 HMAC
7.00" Brown Sandy Clay /rock & gravel
6.00" Lt Brown Sandy Clay /gravel
0"I
1
N
ATTERBURG LIMITS: LL.-34.9 PL:J�..5.2 PI:1 9.7 SHRKG :6.0%-
MUNSELL COLOR CHART: 10 Yr. 7/2 1.,t Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Timberwood Ct
LOCATION: 7808 Timberwood Ct
6.0011 HMAC
10.00" Lt Brown Sandy Clay w/ gravel..
. . ........... . ..
ATTERBURG LIMITS: LL:34.5 PL:17.4 PI:17.1 SHRKG: 8.0-W
MUNSELL COLOR CHART: 10 Yr.8/1 White Clay
UNIT WEIGHT: N/A #/CFT
HOLE -, # -- 1 1 - - - - - Sugarland Dr
LOCATION:7809 Sugarland Dr C/4
5.60" HMAC
11.00" Lt Brown Sandy clay w/ Lg. rocks & gravel..
ATTERBURG LIMITS: LL:31.7 PL:1.4.9. PI:16.8 SHRKG:'7.01.1
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
-HOLE #1 Charter — 0 - a . k C .1 t
LOCATION: 7806 Charter Oak Ct C/4
4. 5 0" HMAC
7.00" Brown Sandy Clay w/Lg. rocks & gravel
5.00" Dark Brown Clay /gravel
ATTERBURG LIMITS: LL:3'7.'7 PL:15.0 PI:22.7 SHRKG: 10.0%
MUNSELL COLOR CHART: 10 Yr.6/2 Lt Brownish Gray Clay
UNIT WEIGHT: N/A #/CFT
ii-EE-4- ----D-,-r---i---ftwood -Ct
LOCATION:7808 Driftwood Ct C/4
5. 0 0 " HMAC
11.00" Brown Sandy clay w/ Lg. rocks
ATTERBURG LIMITS : LL:38.8 PL:19.2 PI.19.6 SHRKG :10.0'-6
MUNSELL COLOR CHART. 10 Yr. 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
Routing:
o Date Tested: 5/2/12 Superintendent
Requested by: Rakesh Chaubey
Tested by: Soil.. Lab File
111,71171111111Zill
Bid Date:
Project Name: kil M
Project Manager:
Company: u6
LUC—
Forms Received By:
--H, " Name: !�h
pp
()2-20-14 A I 1: 28 F,CV D
ATTACHMENT 1A
Page I of 4
M11
PRIME COMPANY NAME:
JLB Contracting, LLC
PROJECT NAME:
City's MBE Project Goal:
16%
[M'I.- 11 0 1 0 a
Prime's MBE Project Utilization.
16.00%
r 0=411n
Eze =4
Check applicable block to describe prime
� I
MM/DBE � X NON-MNVIDBE
BID DATE
February 13, 2014
PROJECT NUMBER
02226
-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) Cfty 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 MMBE 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
Identify each Tier level. Tier is the level of subco ntracting below the prime contractor, ie., 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 2nd tier I
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract, The MBE may lease trucks from
another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks'
from non -MBEs, including, owner -operators, but will only receive credit for the fees and commissions earned
_P1 thit MBE as outlined in the lease agreement.
RON
Rev. 5/30112
F01fl'W()R11J U 2 2 ATTACHMENT 1A ofv— Page 2 of 4
d" Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-M/WBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the ®s SBE certification if they have not previously registered with the Citys M/WBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE goal.
Y''
Certification N Detail Detail
o I Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER T (check one) n
Company Name I
oft Address e M W S M
Telephone/Fax r B B B w
E E E B
E
QW,
Atco Construction, Inc. 1 X Haul HIVIAC to $96,956
119 Conona Ct project
AM Fort Worth, TX 76108
-446-007
817A48-8256
vim
Cowtown edi Mix 2 X
Concrete $61,2501
3401 Bethlehem Avenue
supplier to
Fort Worth, TX 76111
Westhill
817-759-1919
NO
817-759-1716
JD's Trucking, LLC 1 X
Haul raw $98,455
NO
5001 Brentwood Stair
material to plant
Fort Worth, 76112
site
VVI
817-446-2060
817-446-1811
00%
Luna's Trucking 2 X
Haul debris from $23,400
2100 N. Sylvania
job for Westhill
Fort Worth, TX 76106
817-637-0945
Green Scaping I! X
2401 Handley Ederville
Fort Worth, Texas 76118
817-577-9299
817-577-9331
Texan Trucking 21
106 Indian Paint Dr
Justin, TX 76247
(214) 415-3564
Grpss Sod Sub
X Haul milled
HMAC from
project for
TexOps
$9,540
WIN
Rev. 5130/12
ATTACHMENT 1A
FORTWOR'ni
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MNVBEs.
MBE firms are to be listed first, use
additional sheets if necessary. If a subcontractor/supplier is identified as an
SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's MMBE Office, which
may be contacted for
verification,
Please note that only certified MBEs will be counted to meet an MBE .2oal.
Certification N Detail Detail
(check one) o Subcontracting Work Supplies Purchased
Dollar Amount
SUBCONTRACTOR/SUPPLIER
n
T
Company Name
Address
e M w S M
W
Telephone/Fax
r B B B
B
E E E
E
American Striping
1 X Pavement
$4,675
11551 Ravenview Rd
Markings
Dallas, Tx 75253
972-557-8565
972-557-4450
TexCip Construction, LP
1 X Milling Sub
$45,605
ARM
PO Box 427
Roanoke, Texas 76262
940-648-1455
PAIR
940-648-1457
MAN
TXI
1 X Raw Aggregate
$79,405
1341 West Mockingbird
& Cement
Lane
Supplier
NOR
Dallas, TX 75247-6913
Southern Asphalt
I X Liquid Asphalt
$267,097
3632 Lawnwood Street
Fort Worth, TX 76111
Westhill Construction
1 X Miscellaneous
$480,910
402 North Border Street
Concrete Sub
Cleburne, TX 76031
(Inlets, Sidewalk,
C&G, etc.)
WOW
UP
Rev. 5/30/12
ns
02-20— 14, A I I C ATTACHMENT 1A
Page 4 of 4
I
OR I
PAP Total Dollar Amount of MBE Subcontractors/Suppliers $289,581
PAP, Total Dollar Amount of Non -MBE Subcontractors/Suppliers $807,827
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $1,097,408
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of
ChangelAddition. Any unjustified change or deletion shall be a material breach of contract and may result in
debarment in accord With the procedures outlined in the ordinance. The contractor shall submit a detailed
explanation of how the requested change/addition or deletion will affect the committed MBE goal, If the detail
explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
MIM complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements submitted with MBEs. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the transmission
ON of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating
on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
j�" terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror
and debarment from participating in City work for a period of time not less than one (1) year.
Owl
"PIP James G. Humphrey
Authdrized iignature, Printed Signature
Sr Vice -President Ron Stinson/Estimator
Title Contact NameMtle (if different)
JLB Contracting, LLC 817-261-2991 817-261-3044
Company Name Telephone and/or Fax
PO Box 24131 rstinson@jlbcontracting.com
vim Address E-mail Address
Fort Worth, Texas 76124 February 21, 2014
city/sue teop Date
Rev. 5/30/12
City of Fort Worth., Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 7/8/2008
DATE: Tuesday, July 08, 2008
LOG NAME- 30WAGE RATES REFERENCE NO.: **G-16190
SUBJECT:
Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects
RECOMMENDATION:
It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded
public works projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works
shall determine the general prevailing rate Of per them wages for each craft or type of worker needed 4:
execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of
Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage
rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from
that survey.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that this action will have no material effect on City funds,
FROM Fund/Account/Centers
Orlainatina Department Head:
Additional Information Contact:
I
#
199"? 411*19[My AIX"iI
Air Tool Operator
I $10.06
Asphalt Distributor Operator
j $13.99
phalt Paving Machine Operator
1 $12.78
_As
Asphalt Raker
$1 1.01
Asphalt Shoveler
I $ 8.80
Batching Plant Weigher
$14, 15
Broom or Sweeper Operator
$ 9,88
Bulldozer Operator
S1122
carpenter
$12.80
Concrete Finisher, Paving
$12.85
Concrete Finisher, Structures
$1327
Concrete Paving Curbing Machine Operator
$12,00
Concrete Paving Finishing Machine Operator
Lj$:13.63
Concrete Paving Joint Scaler Operator
, 50
$1�
$12�'50
Concrete paving Saw Operator
6
Concrete Paving Spreader Operator
01
Concrete Rubber
$1 O.61
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator
$K 12
Electrician
SI8.I2
Flagger
$ 8.43
Form Builder/Setter, Structures
$11,63
Form Setter, Paving & Curb
$11 ,83
Foundation Drill Operator, Crawler Mounted
$1167
Foundation Drill Operator, Truck Mounted
$16,30
Front End Loader Operator
CS 12.62
Laborer, Common
I $ 9.18
Laborer, Utility
I $1 O,65
Mechanic
I $16,97
Milling Machine Operator, Fine Grade
$11 .83
Mixer Operator
$I I m
21
Motor Grader Operator, Fine Grade
$15,20
Motor Grader Operator, Rough
$14,50
Oiler
$14,98
Painter, Structures
$13,17
Pavement Marking Machine Operator
$10,04
Pipelayer
$11,04
Reinforcing Steel Setter, Paving
$14,86
Reinforcing Steel Setter, Structure
$16.29
Roller Operator, Pneumatic, Self -Propelled
$11 .07
Roller Operator, Steel Wheel, Flat Wheel/Tamping
$10.92
Roller Operator, Steel Wheel, Plant Mix Pavement
$1128
Scraper Operator
$11.42
Servicer
$12.32
Slip Form Machine Operator
$12.33
Spreader Box Operator
$1 O.92
Tractor Operator, Crawler Type
$120
Tractor Operator, Pneumatic
$12.91
Traveling Mixer Operator
$12.03
Truck Driver, Lowboy -Float
$14,93
Truck Driver, Single Axle, Heavy
$11 A7
Truck Driver, Single Axle, Light
$ 1 041
Truck Driver, Tandem Axle, Semi -Trailer
$11,75
Truck Driver,- Transit -Mix
$1108
Wagon Drill, Boring Machine, Post Hole Driller Operator
$14,00
Welder
$1157
Work Zone Barricade Servicer
$10.09
1
MEN L911LI 52110122 11010 9 fil I KINt a
AC Mechanic Helper
$12.00
Plumber Helper
$14.90
Acoustical Ceiling Mechanic
$15.24
Reinforcing Steel Setter
$10,00
Bricklayer/ Stone Mason
$19.12
Roofer
$14.00
Bricklayer/Stone Mason Helper
$10,10
Roofer Helper
$10.00
Carpenter
$1613
Sheet Metal Worker
$16.96
Carpenter Helper
$11.91
Sheet Metal Worker Helper
$1231
Concrete Finisher
$13.49
Sprinkler System Installer
$18,00
Concrete Form Builder
$13,12
Sprinkler System Installer Helper
$9.00
Drywall Mechanic
$14.62
Steel Worker Structural
$17.43
Drywall Helper
$10.91
Concrete Pump
$20,50
Crane, Ctamsheet, BackhDe, Derrick, VLine
Drywall Taper
$13,00
Shovel
$1736
Drywall Taper Helper
$9,00
Forklift
$1Z.63
Electrician (Journeyman)
$2010
Front End Loader
$10,50
Electrician Helper
$14.43
Truck Driver
$14.91
Electronic Technician
$19.86
Welder
$16.06
Electronic Technician Helper
$12.00
Welder Helper
$9.75
Floor Layer (Resilient)
$20.00
Floor Layer Helper
$1100
Glazier
$18.00
Glazier Helper
$13.00
Insulator
$14.78
Insulator Helper
$1125
Laborer Common
$10,27
Laborer Skilled
$13.18
Lather
$16,10
Painter
$14.83
Painter Helper
$8m
Pipefitter
$18.85
Pipefitter Helper
$12.83
Plasterer
$17,25
Plasterer Helper
$1Z,25
111!!
Page I of 2
SPECIAL PROVISIONS
32 13 20 Concrete Driveways: Contractor shall backfill around the driveway within five (5)
working days from pouring the driveway; if the contractor fails to complete the backfill within five
(5) working days, a $100 dollars liquidated damage will be assessed per block per day.
32 13 20 - Sidewalks: Contractor shall backfill around the sidewalk within five (5) working days
from pouring the sidewalk; if the contractor fails to complete the backfill within five (5) working
days, a $100 dollars liquidated damage will be assessed per block per day.
32 13 20 — Ramps: Contractor shall backfill the wheelchair ramp within five (5) working days
�.' :. *IF
$100 dollars liquidated damage will be assessed per block per day.
32 16 13 ..- Concrete Curb and Gutters: Contractor shall backfill behind the curb within five (5)
working days from the day of completing the curb and gutter, if the contractor fails to complete the
liguidated 4,?M",g -,AW4P, assessgi_%"rAlw-k-,
32 16 13 - Concrete Valley Gutters: Work shall be completed on each half within five (5) working
ntractor fails to comnlete the work on each half within five C5) working days. a $100
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 dollars liquidated damage will be assessed per block per day.
02 41 15 - Wedge Milling / Surface Milling: Shall be completed within 10 working days from the
day of completing "flat -work" on any street; if the contractor fails to complete the Wedge Milling /
Surface Milling within the 10 days, a $100 dollars liquidated damage will be assessed per block per
day-
02Speed 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 05 14 Ad�justing Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall
complete the adjustments within five (5) working days from the day of completing the asphalt
overlay on any street and the street shall be open to traffic within 10 workineiiav&--Lf—tbA-ra-t�tractir
HMAC SURFACE OVERLAY (2014-2.)
02226
F
Page 2 of 2
fails to install the speed cushions within the 10 days, a $100 dollars liquidated damage will be
IMF assessed per each appurtenance per day.
day of completing the asphalt overlay on any street; if the contractor fails to complete the work
within the 10 days, a $ 100 dollars liquidated damage will be assessed per block per day.
32 92 13 — Block Sod: Contractor shall complete the replacement within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the soddirll
within the 10 days, a $100 dollars liquidated damage will be assessed per block per day.
32 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. The contractor
shall c1f., cmacki , r 2L* r of the modified street within five �S�wonrkipg,
days from modification. Failure to complete this work within the specified time, $100 liquidated
damage will be assesses per day per block.
HMAC SURFACE OVERLAY (2014-2)
02226
Page I of 3
MUM
Description. Mix and compact Roadbond EN I add -mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway'.
Roadbond EN I or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
OMPM it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
significantly reduce the amount of reflective and block cracking that is commonly associated with
cement treated material.
Hydraulic Cement. Type 1, IP, or Il cement that meets the requirements of DMS-4600,
"IlydraulicCement,," at an application rate of 1.5%.
UN,
contern tru-M-77-ii-pl-71.177c a swunizUE 1fffAfd1TL—ftfdrA';_ X_5fM'fg ITE '51fo-mi-I n ux, pall
The Engineer will determine the compressive strength of the proposed materials in accordance with
Tex-120-13, Part 1. The mix will not include more than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
infonaxoadbondsoil.com.
Roadbond EN I or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be completely enclosed, Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN I/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN I diluted with water at the rate of 200 gallons of water to I gallon of
concentrated product with the water truck. Apply Roadbond EN I /cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same working day., Do not
start the Roadbond EN I add-mixture/cement treatment operation unless the air temperature is at
least 35"F and rising, or is at least 40'F. The temperature will be taken in the shade and away from
artificial heat. Do not apply Roadbond EN I/cement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Try Placing, Before applying cement, sprinkle the prepared roadway with diluted add-mixtuw,
(Roadbond EN I or approved equal) until the desired quantity of diluted add -mixture (Roadbond E
I or approved equal) is evenly distributed over the area to be treated, If necessary, continue
sprinkle the treated area with water until optimum moisture content is attained. Distribute t
HMAC SURrACE OVERLAY (2014-2)
02226
WERM
required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering
cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cau
blowing cement to become dangerous to traffic or objectionable to adjacent property owners.
Slurry Placing. Sprinkle the prepared roadway with diluted add -mixture (Roadbond EN I or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add -mixture (Roadbond EN I or approved equal) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account for the moisture placed on the roadway with the add -mixture
Roadbond EN I or approved equal) as it relates to optimum moisture, as approved. Produce slurry
free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add -mixture (Roadbond EN I or approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurry uniformly by making successive
is attained.
Mixing. Thoroughly mix the material, add -mixture (Roadbond EN I or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non -slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table I when tested in accordance with Tex-101-E, Part 111. When shown on the
plans or approved by the engineer, the pulverization requirement may be waived when the material
contains a substantial amount of aggregate.
Compaction. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans. Complete compaction within 2 hours after the application of the add -mixture
Roadbond EN I or approved equal/cement,
Sprinkle the treated material in accordance with Item 204, "Sprinkling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-120-E, Part 11. Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex- 103-E. Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit. On super -elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct
-ected, adding or
irregularities, depressions, and weak spots immediately by scarifying the areas aff
removing treated material as required, reshaping, and re -compacting.
Page 3 of 3
................ . . . . . . . . . . . .
HMAC SURFACE OVERLAY (2.014-2)
02226
HMAC SURFACE OVERLAY_ AT VARIOUS LOCATIONS (2014-2)
UITY YKOJLt UT .NO: 11LLL20
TPW PROJECT NO: C293-541200-209620222683
STREET BY STREET QUANTITY DETERMINATION SPREADSHEET
y u
0
as V) Al
ITEM UNIT ITEM DESCRIPTION
2
LS
3
LF
move & Replace Existing Concrete Curb and Gutter
4
LF
lilitvAdiustment
stall New Concrete Curb and Gutter
5
SFmove
& Replace 6-Inch Concrete Driveway
6
SF
Remove & Replace 6-Inch Eexposed Aggregate Driveway
7
SF
Install New 6-Inch Concrete Drivewav
8
SF
Remove & Replace 4-Inch Concrete Sidewalk
9
SF
Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk
10
SF
Innstall New 4-Inch Concrete Sidewalk
11
EA
(Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA
Remo (w/ detectable warning dame -tile surf)
12
EA
Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning
dome -tile surface)
I 13
SY
IRemove & Replace Existing Concrete Valley Gutter
14
SY
I Install New Concrete Valley Gutter
15
LF
_
6" Perforated Pipe Subdrain
16
EA
Remove & Replace 5-Ft. Storm Drain Inlet -Top
17
EA
Remove & Replace 10-Ft. Storm Drain Inlet -Top
18
SY
8-Inch Pavement Pulverization
I 19
TN
13 Ib/sv Cement Modification
I 20
GA
Roadbond EN 1
1 21
CY
Unclassified Street Excavation
1 22
CY
ICrushed Limestone
23 I
CY
(Asphalt Pavement and Base Repair
24
TN
HMAC Pavement Level Up
25 1
SY
_I
I Wedge Mlling, 2-Inch to 0-Inch Depth, 5-Ft. Wide
26I
EA
I Butt Joint -Milled
27 1
SY
2-Inch HMAC Surface Milling
28 1
GA
Crack Sealing of Existing HMAC Pavement
29 1
SY
2-Inch Surface Course Tvpe "D" Mix
I 30
EA
Remove &Replace 30-Ft. Speed Cushion w/ Striping
I 31
EA
Remove & Replace 40-Ft. Speed Cushion w/ Striping
I 32
LF
4" Solid White Thermoplastic Hot Applied Spray (HAS) Lane Lines
I 33
LF
4" Solid Yellow Thermoplastic Hot Applied Spray (HAS) Centerline
34
LF
AWG Traffic Loop Detector Cable
35
EA
Water Valve Box Adiustment With Steel Riser
I 36
EA
I Water Valve Box Adjustment with Concrete Collar
37
EA_
1 Water Meter Box Adjustment
38
EA
I Manhole Adjustment With Steel' Riser
I 39
EA
(Manhole Adjustment With Concrete Collar
1 40
EA
I Painting House Addresses
41
SY
Grass Sod Replacement
(Retaining
42 1
SF
Wall
Monthly Pickup of Bulky Items
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
HMAC
a a F w
q O C A
q U �U
U UUqqAA O`"
d z �0O O O� COF �� �C4 a a L7a>
F.
�0
d�a0. WnC4a0. Amc4a w �wa �yw r4aaa av�a3 TOTAL
CITY CITY CITY CITY CITY CITY CITY CITY CITY CITY CITY I
0 1 0_ 0 0 0 0 0 0 0 _ 0 0 Lumpsum
1,119 1 920 T 405 _ 540 140 633 222 218 1,000 126 1875 7,198
0 0 0 0 0 0 0 0 0 1 0 0 0
935 1 2,312 50 225 252 1 836 1 254 0 622 0 24 1 5,510
0 1 0 0 0 0 I 0 1 0 1 0 100 0 0 100
0 D 0 0 1 0 1 0 1 0 0 0 0 1 D 0
1,180 152 40 27 J 0 1,100 32 0 48 0 1000 3,579
0 0 75 1 0 1 0 0 0 1 0 ___16_ 0 0 91
0 0 0_ 0 0 0 I 0 0 0 -I 0 0 0
- 0 1 0 0 0 2 1 0 0 0 19 23
0 5 0 0 0 0 0 0 0 0 0 5
0 100 f 0 40 4( 1 0 0 0 1 200 40 1 20 440
0 1 0 0 0 0 0 0 1 0_ 0 0 1 0 0
0 0 0 o o 0 0o I -0 0 0 0
J
0 0 21 8 11 0 1 36 0 0 0 0 8
0 3 0 0 0 5 0 0 0 0 1 2 0 0 1 i 0 1 U 0 0 1 0 14,161 1,196 1 272 0 0 3,214_ 1 1,890 1,709 0 l 5,511 i
0 92 1 8 0 180
0 0 25 15 13 I 0 43 0 111 9 D 1 216
0 0 1 0 0 1 0 I 0 �_ _ 0 1 0 0 100 100
0 0 1 0 0 0 0 0___ _ 1 1 0 0 0 0 0
8 24 1 0 0 0 48 0 20 1 0 0 23 123
0 0 1 0 0 0 1 0_ 0 0 0 0 0 0
D 0 0 0 0 0 0 0 0 0 0 __ ___ 0 _
0 0 0 0 0 0 0 0 0 0 0 0
2,142 6,105 J 0 0 0 3,010 0 1,190 1 0 1 0 9500 1 21,947
1 22 55r3,214
0 0 0 30 0 1 12 0 1 0 95 214
2,142 6,105 1,890 1 1,709 3,010 1 5,511 1 11,190 I 14,161 1,196 9500 49,628
1 0 0 0 _ 0 0_ 2 0 1 0 0 0 0 1
0 0 0 0 0 0 0 1 0 1 0 0
1 0 0 0 0 0 0 0 0 0 0 1800 _ 1,800 _
1 0 100 f 0 1 0 0 1 0 0 0 I 0 0 1800 1,900
1 0 0 0 1 0 0 1 0 0 0 D 0 1 200 200
1 0 3 0 _ 0 I 0 1 0 2 0 0 3 9
1 0 0 2 0 I 0 0 3 0_ I 2 1 0 0 7
4 2 0 0 0 2 1 1 0 0 1 0 0 9
0 3 0 0 1 0 U _ 0 1 00 3 7
0 0 3 1 1 1--- 0 0 2 _ -- -- - p -- 9
20 22 1 2 7 4 18 4 - 70 10 - - 3 0 160
249 204 90 120 1 32 140 50 0 1 223 28 1 0 1,136
0 0 0 0 0 1 0 0 0 1 0 0 1 0 0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the VVeek of the W eek of the Week of the Week of the
4th. Monday 4th. Monday 3rd. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 3rd. Monday 4th. Monday 4th. Monday 3rd. 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 of the month
Tuesday I Tuesday Friday I Tuesday Tuesday Tuesday I Wednesday I Wednesday I Tuesday Tuesday Wednesday
SURFACE OVE.,ASAT VARIOUS LOCATIONS (2014-2)
CITY PROJECT NO: 02226
TPW PROJECT NO: C293-541200-209620222683
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET'
a
�
a
d U U6qq ��
AA F A' q qd' W UU U
O U. F A
cd
a �Oa 3q �w F40 8F- �w w
Vi m Ar-15 Ogq0r�WW as Qe
wqa a0 a�� .al a ��IQwa Fna as AAa
�Ut4AAl FCGviA4. �a a vwaa0. �vaAO 3t�7�'w 3 a 3' O O�O O O
F Pa > A. U '3 W d 3 A, TOTAL
ITEM UNIT ITEM DESCRIPTION CITY CITY QTY QTY QTY QTY CITY I QTY QTY CITY QTY
2 LS I Utility Ad! ustment 0 1 0 0 0 0 0 0 0 0 0 200 382 968 660 1,190 0 D 0 5,305
0 0
3 LIF Remove & Replace Existina Concrete Curb and Gutter 185 611 I 1,109 I
4 LF I Install New Concrete Curb and Gutter 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0
5 SF IRemove & Replace Existinq 6-Inch Concrete Driveway 0 747 226 500 1 366 223 303 408 0 0 0 2.773
6 SF IRemove & Replace 6-Inch Eexposed Agqreqate Driveway 0 0 0 0 1 0 0 0 0 0 0 0 0
I 7 SF Install New 6-Inch Concrete Driveway 1 0 0 0 0 1 0 0 1 0 0 0 0 0 0
I 8 SF Remove & Replace 4-Inch Concrete Sidewalk I 0 1,400 80 20 0 745 1 86 64 0 0 100 2.495
I 9 SF Remove & Replace 4-Inch Exposed Agqreqate SidewalkWalk 0 0 0 0 0 I 0 299 i 0 0 0 1 0 299
10 SF Install New 4-Inch Concrete Sidewalk 1 0 I 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 5 0 0 1 0 2 0 2 10
Ramp (w/ detectable warning dome -tile surface)
12 EA Install New 4-Inch ADA Vvheelchair Ramp (w/ detectable warning 0 0 0 0 0 1 0 0 0 D 0 1
dnme-fila gnrfnr.Pl
13 SY IRemove & Replace Existinq Concrete Valley Gutter _ 80 0 0 40 0 10 0 8 0 0 0 138
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 D 0 _ _ 0 0
I 15 EA Remove & Replacef 5-Ft. Storm Drain Inlet -Top 0 I 0 5 0 0 0 0 0 0 0 0 5
16 EA Remove &Replace 10-Ft. Storm Drain Inlet -Top 0 0 0 1 0 _ D I 0 0 I I 1 0 0 0 1
17 LF 6-Inches Perforated Pipe - Subdrain 0 1 0 1 0 0 0 0 0 0 0 0 0 0
I 18 SY 8-Inch HMAC Pavement Pulverization 1 1,914 971 1 2,415 I 1,822 2,873 1 0 2,456 4,899 1 1,618 4,310 1 1,481 24,759
19 TON 13 Ib/sv Cement Modification 1 12 6 1 16 12 19 0 16 32 11 1 28 1 10 161 1
I 20 GA �Roadbond EN 1 15 1 8 19 14 22 0 19 38 13 34 12 193
1 21 CY I Unclassified Street Excavation 0 0 0 0 0 100 0 200 0 30 0 330
22 CY (Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0 I
23 CY I HMAC Pavement and Base Repair 0 0 0 0 0 139 0 0 0 0 0 139
24 TON HMAC Pavement Level Up 0 0 0 0 0 0 1 0 0 0 0 0 0
25 SY Wedge Milinp, 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 1 0 0 0 0 0 0 0 0 0 0
26 LF Butt Joint -Milled 1 0 0 1 0 0 0 0 0 0 0 0 I 0 0
27 SY 2-Inch HMAC Surface Millinq 0 0 0 0 0 4,257 0 0 0 0 0 4,257
28 GAL Crack Sealinq of Existing HMAC Pavement 0 0 0 0 _ _0 43 0 0 0 0 0 43
29 SY 2-Inch Surface Course Type"D" Mix 1,914 971 2,415 1 1,822 1 2,873 4,257 2,456 4,899 1,618 4,310 1 1,481 1 29.016
I 30 EA I Remove & Replace 30-Ft. Speed Cushion w/ Stripinq D 0 I 0 0 0 0 0 0 0 0 0 0
I 31 1 EA I Remove & Replace 40-Ft. Speed Cushion w/ Stripinq 0 0 0 0 0 1 0 I 0 0 0 1 0 0 0
32 1 LF 4" Solid White Thermoplastic Hot Applied Spray (HAS) Lane Lines 0 0 0 0 0 800 0 0 0 0 0 800
33 1 LF 4" Solid Yellow Thermoplastic Hot Applied Spray (HAS) Centerline (s) 0 0 200 0 0 800 0 0 0 0 0 1,000
34 LF AWG Traffic Loop Detector Cable 0 0 0 0 0 800 0 0 1 0 0 0 800
1 35 EA Water Valve Box Adjustment with Steel Riser 1 0 0 1 0 0 0 2 0 l 0 0 0 0 2 I
36 EA Water Valve Box Adjustment with Concrete Collar 0 0 1 0 1 0 0 2 1 1 2 8 I
371 EA Water Meter Box Adjustment _ 0 0 0 1 0 0 0 1 0 1 0 0 0 8 8 I
38 I EA Manhole Adjustment with Steel Riser 0 I D 0 1 0 1 0 1 2 1 0 0 0 0 0 2
39 EA Manhole Adjustment with Concrete Collar 1 1 2 4 1 2 1 0 1 2 1 1 1 5 20
40 EA Paintinq House Addresses 0 1 16 0 6 1 9 0 1 10 17 1 0 1 0 0 1 58 I
41 SY Grass Sod Replacement I 42 72 246 45 219 0 145 265 1 0 1 0 30 1 1,064
42 LS_ Re -Mobilization 0 0 1 0 0 0 0 0 0 0 1 0 0 0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 4th. Monday 3rd. Monday 4th. Monday 4th. Monday 3rd. Monday 3rd. Monday 3rd. Monday 3rd. 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 of the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Tuesday Wednesday Tuesday Tuesday Wednesday Wednesday I Friday Friday I Wednesday Wednesday Wednesday
Page 2 of 2