HomeMy WebLinkAboutContract 45641 (2)FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
/II I COPY Pie
CONTRACTOII
/ CONTRACTOR% BLINDING CO.
y CITY SECRETARY
CIMIMIMIn
HMAC SURFACE OVERLAY (2014-2)
At Various Locations
City Project No. 02226
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CITY SECRETNO..ARY
CONTRACT ... .
Betsy Price Tom Higgins
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2014
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
HMAC SURFACE OVERLAY (2014-2)
At Various Locations
City Project No. 02226
colryORM
.CONTRACTOR
CONTRACTOR'S BONDING CO.
CITY SECRETARY
CITY THN JLS?'-11
Betsy Price Tom Higgins
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2014
OFFICIAL RECORD
1TY SECRETARY
T. = ORTh TX
M&C Review Page 1 of 2
CITY COUNCIL AGENDA
Official site of the City of Fort Worth, Texas
FORT WORT!!
COUNCIL ACTION: Approved on 5/6/2014 - Ordinance Nos. 21230-05-2014 & 21231-05-2014
DATE: 5/6/2014 REFERENCE C 26794 LOG NAME: 20STREET REHABILITATION
NO.: (HMAC 2014-2)
CODE: C TYPE: NON PUBLIC NO
CONSENT HEARING:
SUBJECT: Authorize Execution of a Contract with JLB Contracting, 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)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize the transfer of funds in the total amount of $904,900.58 from the Water and Sewer Fund
to both the Water Capital Projects Fund in the amount of $452,450.29 and the Sewer Capital Projects
Fund in the amount of $452,450.29;
2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in
the Water Capital Projects Fund in the amount of $452,450.29 and the Sewer Capital Projects Fund
in the amount of $452,450.29 from available funds; and
3. Authorize the execution of a contract with JLB Contracting, LLC, in the amount of $1,809,801.15
for Hot Mix Asphaltic Concrete Street Rehabilitation 2014-2 at multiple locations as listed on the
attachments provided.
DISCUSSION:
These street rehabilitation projects will be undertaken in conjunction with a separate utility contract for
the replacement of water and sewer lines (City Project No. 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
$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
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 Fort Worth
Star -Telegram. On February 13, 2014, the following bids were received:
Bidders Amount
JLB Contracting, LLC $1,809,801.15
Advanced Paving Acquisition $1,959,008.50
Peachtree Construction, Ltd. $1,973,718.00
A separate Mayor and Council Communication awards another street rehabilitation contract to JLB
Contracting, LLC, Staff has determined that the contractor has sufficient capacity to perform
satisfactorily on both contracts.
M/WBE Office - JLB Contracting, LLC, is in compliance with the City's BDE Ordinance by committing
http://apps.cfwnet.org/council packet/mc_review.asp?ID=19608&councildate=5/6/2014 5/9/2014
M&C Review Page 2 of 2
to 16 percent MBE participation on this project. The City's MBE goal on this project is 16 percent.
These projects are located in COUNCIL DISTRICTS 3, 6, 7, 8 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Street Rehabilitation Fund, and upon approval of the above
recommendations and adoption of the attached appropriation ordinances, funds will be available in
the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer
Capital Projects Fund.
TO Fund/Account/Centers
1 & 2)
P253 476045 6071702226ZZ
1 & 2)
P258 476045 7071702226ZZ
2)P253 541200 607170222683
2)P258 541200 707170222683
$452,450.29
$452,450.29
$452.450.29
$452,450.29
Submitted for City Manager's Office bv:
Oriainatina Department Head:
Additional Information Contact:
FROM Fund/Account/Centers
1) PE45 538040 0609020
1)PE45 538040 0709020
3)P253 541200 607170222683
3) P258 541200 707170222683
3)C293 541200 207620222683
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Kristian Sugrim (8902)
ATTACHMENTS
20STREET REHABILITATION (HMAC 2014-2) P253 AO.docx
20STREET REHABILITATION (HMAC 2014-2) P258 AO.docx
STREET REHABILITATION (HMAC 2014-2) MAP PAGE 1.pdf
STREET REHABILITATION (HMAC 2014-2) MAP PAGE 2.pdf
STREET REHABILITATION (HMAC 2014-2) MAP PAGE 3.pdf
STREET REHABILITATION (HMAC 2014-2) MAP PAGE 4.pdf
STREET REHABILITATION (HMAC 2014-2) MAP PAGE 5.pdf
STREET REHABILITATION (HMAC 2014-2) MAP PAGE 6.pdf
$452,450.29
$452,450.29
$452.450.29
$452.450.29
$904,900.58
http://apps.cfwnet.org/councilpacket/mc_review.asp?ID=19608&councildate=5/6/2014 5/9/2014
1 SECTION 00 00 00
2 TABLE OF CONTENTS
3
4 Division 00 - General Conditions
5 00 05 10 Mayor and Council Communication
6 00 05 15 Addenda
7 00 11 13 Invitation to Bidders
8 00 21 13 Instructions to Bidders
9 00 35 13 Conflict of Interest Affidavit
10 00 41 00 Bid Form
11 00 42 43 Proposal Form Unit Price
12 00 43 13 Bid Bond
13 00 43 37 Vendor Compliance to State Law Nonresident Bidder
14 00 45 11 Bidders Pre -qualifications
15 00 45 12 Prequalification Statement
16 00 45 13 Bidder Prequalification Application
17 00 45 26 Contractor Compliance with Workers' Compensation Law
18 00 45 40 Minority Business Enterprise Goal
19 00 52 43 Agreement
20 00 61 13 Performance Bond
21 00 61 14 Payment Bond
22 00 61 19 Maintenance Bond
23 00 61 25 Certificate of Insurance
24 00 72 00 General Conditions
25 00 73 00 Supplementary Conditions
26
27 Division 01 - General Requirements
28 0111 00 Summary of Work
29 01 31 19 Preconstruction Meeting
30 01 31 20 Project Meetings
31 0132 16 Construction Progress Schedule
32 01 32 33 Preconstruction Video
33 01 45 23 Testing and Inspection Services
34 01 50 00 Temporary Facilities and Controls
35 01 55 26 Street Use Permit and Modifications to Traffic Control
36 01 58 13 Temporary Project Signage
37 01 70 00 Mobilization and Remobilization
38 01 71 23 Construction Staking
39 01 74 23 Cleaning
40 01 77 19 Closeout Requirements
41 01 78 39 Project Record Documents
42
43 Division 02 - Existing Conditions
44 02 41 15 Paving Removal
45
46 Division 31- Earthwork
47 31 23 16 Unclassified Excavation
48
49 Division 32 - Exterior Improvements
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
00 00 00 - 1
TABLE OF CONTENTS
Page 1 of 2
HMAC SURFACE OVERLAY (2014-2)
City Project No. 02226
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32 11 33
32 12 16
32 12 73
32 13 20
32 16 13
32 17 23
32 17 25
32 91 19
32 92 13
Cement Treated Base Courses
Asphalt Paving
Asphalt Paving Crack Sealants
Concrete Sidewalks, Driveways and Barrier Free Ramps
Concrete Curb and Gutters and Valley Gutters
Pavement Markings
Curb Address Painting
Topsoil Placement and Finishing of Parkways
Hydro -Mulching, Seeding, and Sodding
000000-2
TABLE OF CONTENTS
Page 2 of 2
Division 33 - Utilities
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
33 05 17 Concrete Collars [To be completed in early 20121
Division 34 - Transportation
34 71 13 Traffic Control
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
htps://proiectpoint.buzzsaw.com/client/fortworthaov/Resources/02%20-
%20Construction%20Documents/Specifications
Division 99 — Special Technical Specifications
9999.0096
Appendix
GC-4.01
GC-4.02
GC-4.04
GC-4.06
GC-6.07
GC-6.09
GC-6.24
GR-01 60 00
SP-01
Paving Construction Allowance
Availability of Lands
Subsurface and Physical Conditions
Underground Facilities
Hazardous Environmental Condition at Site
Wage Rates
Permits and Utilities
Nondiscrimination
Product Requirements
Special Provisions
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2014-2)
City Project No. 02226
000510-1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
1 SECTION 00 05 10
2 MAYOR AND COUNCIL COMMUNICATION (M&C)
3
4
5
6 [Assembler: For Contract Document execution, remove this page and replace with the approved
7 M&C for the award of the project. M&C insert shall be on blue paper.)
8
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END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
000515-1
ADDENDA
Page 1 of 1
1 SECTION 00 05 15
2 ADDENDA
3
4
5
6 [Assembler: For Contract Document execution, remove this page and replace with any addenda
7 issued during bidding.]
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END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
3
SECTION 00 11 13
INVITATION TO BIDDERS
001113-1
INVITATION TO BIDDERS
Page 1 of 2
4 RECEIPT OF BIDS
5 Sealed bids for the construction of HMAC 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 1000 Throckmorton Street
11 Fort Worth, Texas 76102
12 until 1:30 P.M. CST, Thursday, 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 S.Y. 2" HMAC Surface Course, Type D
12,510 L.F. 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 S.Y. 8" Pavement Pulverization
26,210 S.Y 2" Pavement Surface Milling
17 PREQUALIFICATION
18 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 — INSTRUCTIONS TO
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 http://www.fortworthaov.org/purchasinl?/ and
26 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
27 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
28 suppliers.
29
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 11 13 - 2
INVITATION TO BIDDERS
Page 2 of 2
1 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 St., RM#: 270, Fort
7 Worth, TX 76102
8 LOCATION: Municipal Building, 2nd Floor
9
10
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 to this 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 - 1
INSTRUCTIONS TO BIDDERS
1
2
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
Page 1 of 9
3 1. Defined Terms
4
5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
6 00 - GENERAL CONDITIONS.
7
8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
9 meanings indicated below which are applicable to both the singular and plural thereof.
10
11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
12 directly through a duly authorized representative, submitting a bid for performing
13 the work contemplated under the Contract Documents.
14
15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
16 corporation acting directly through a duly authorized representative, submitting a
17 bid for performing the work contemplated under the Contract Documents whose
18 principal place of business is not in the State of Texas.
19
20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
21 (on the basis of City's evaluation as hereinafter provided) makes an award.
22
23 2. Copies of Bidding Documents
24
25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
26 resulting from the Bidders use of incomplete sets of Bidding Documents.
27
28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the
29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
30 for any other use.
31
32 3. Prequalification of Bidders (Prime Contractors and Subcontractors)
33
34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types
35 requiring prequalification at the time of bidding. Bids received from contractors who are
36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification
37 requirement work types and documentation are as follows:
38
39 3.1.1. Paving — Requirements document located at;
40 https://proiectDoint.buzzsaw.com/fortworthaov/Resources/02%20-
41 %20Construction%20Documents/Contractor%20Prequal ification/TPW%20Pavina
42 %20Contractor%20Prequalification%20Program/PREQUALIFICATION%2OREO
43 UIREMENTS%20FOR%20PAV ING%2000NTRACTORS.PDF?public
44
45 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at;
46 3.1.3.Water and Sanitary Sewer — Requirements document located at;
47
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
2 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
3 45 11, BIDDERS PREQUALIFICATIONS.
4
5 3.2.1. Submission of and/or questions related to prequalification should be addressed to
6 the City contact as provided in Paragraph 6.1.
7
8
9 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low
10 bidder(s) for a project to submit such additional information as the City, in its sole
11 discretion may require, including but not limited to manpower and equipment records,
12 information about key personnel to be assigned to the project, and construction schedule,
13 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
14 deliver a quality product and successfully complete projects for the amount bid within
15 the stipulated time frame. Based upon the City's assessment of the submitted
16 information, a recommendation regarding the award of a contract will be made to the
17 City Council. Failure to submit the additional information, if requested, may be grounds
18 for rejecting the apparent low bidder as non -responsive. Affected contractors will be
19 notified in writing of a recommendation to the City Council.
20
21 3.4. In addition to prequalification, additional requirements for qualification may be required
22 within various sections of the Contract Documents.
23
24 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
25
26 4.1. Before submitting a Bid, each Bidder shall:
27
28 4.1.1. Examine and carefully study the Contract Documents and other related data
29 identified in the Bidding Documents (including "technical data" referred to in
30 Paragraph 4.2. below). No information given by City or any representative of the
31 City other than that contained in the Contract Documents and officially
32 promulgated addenda thereto, shall be binding upon the City.
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 Work.
37
38 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
39 progress, performance or furnishing of the Work.
40
41 4.1.4.
42 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or
43 contiguous to the Site and all drawings of physical conditions relating to existing
44 surface or subsurface structures at the Site (except Underground Facilities) that
45 have been identified in the Contract Documents as containing reliable "technical
46 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
47 at the Site that have been identified in the Contract Documents as containing
48 reliable "technical data."
49
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 -3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.6. 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 information 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.
9
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 4.1.8. 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.
34
35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of;
36
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 CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
0021 13-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
2 on request. Those reports and drawings may not be part of the Contract
3 Documents, but the "technical data" contained therein upon which Bidder is entitled
4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
6 responsible for any interpretation or conclusion drawn from any "technical data" or
7 any other data, interpretations, opinions or information.
8
9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
11 exception the Bid is premised upon performing and furnishing the Work required by the
12 Contract Documents and applying the specific means, methods, techniques, sequences or
13 procedures of construction (if any) that may be shown or indicated or expressly required
14 by the Contract Documents, (iii) that Bidder has given City written notice of all
15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
17 etc., have not been resolved through the interpretations by City as described in
18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the
20 Work.
21
22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
25 Documents.
26
27 5. Availability of Lands for Work, Etc.
28
29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities, construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for permanent structures or permanent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents.
37
38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project.
43
44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way, easements, and/or permits, and shall submit a schedule to the City of how
46 construction will proceed in the other areas of the project that do not require permits
47 and/or easements.
48
49 6. Interpretations and Addenda
50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 - 5
INSTRUCTIONS TO BIDDERS
Page 5 of 9
1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
3 received after this day may not be responded to. Interpretations or clarifications
4 considered necessary by City in response to such questions will be issued by Addenda
5 delivered to all parties recorded by City as having received the Bidding Documents.
6 Only questions answered by formal written Addenda will be binding. Oral and other
7 interpretations or clarifications will be without legal effect.
8
9 Address questions to:
10
11 City of Fort Worth
12 1000 Throckmorton Street
13 Fort Worth, TX 76102
14 Attn: Kristian Sugrim,Transportation & Public Works
15 Fax: 817-392-8092
16 Email: Kristian.Sugrim@Fortworthtexas.govPhone: 817-392-8902
17
18 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
19 City.
20
21 Addenda or clarifications may be posted via Buzzsaw at:
22 https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20P
23 rojects/02226%20-%20HMAC%20Surface%20overlay%20%282014-2%29>
24 >
25
26 6.3.A prebid conference may be held at the time and place indicated in the Advertisement or
27 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
28 Project. Bidders are encouraged to attend and participate in the conference. City will
29 transmit to all prospective Bidders of record such Addenda as City considers necessary
30 in response to questions arising at the conference. Oral statements may not be relied
31 upon and will not be binding or legally effective.
32
33 7. Bid Security
34
35 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
36 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
37 the requirements of Paragraphs 5.01 of the General Conditions.
38
39 7.2, The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
40 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
41 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
42 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
43 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
44 other Bidders whom City believes to have a reasonable chance of receiving the award
45 will be retained by City until final contract execution.
46
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 - 6
INSTRUCTIONS TO BIDDERS
Page 6 of 9
1 8. Contract Times
2 The number of days within which, or the dates by which, Milestones are to be achieved in
3 accordance with the General Requirements and the Work is to be completed and ready for
4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
5 attached Bid Form.
6
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
10 10. Substitute and "Or -Equal" Items
11 The Contract, if awarded, will be on the basis of materials and equipment described in the
12 Bidding Documents without consideration of possible substitute or "or -equal" items.
13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-
14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to
15 City, application for such acceptance will not be considered by City until after the Effective
16 Date of the Agreement. The procedure for submission of any such application by Contractor
17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General
18 Conditions and is supplemented in Section 01 25 00 of the General Requirements.
19
20 11. Subcontractors, Suppliers and Others
21
22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
23 12-2011 (as amended), the City has goals for the participation of minority business
24 and/or small business enterprises in City contracts. A copy of the Ordinance can be
25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
28 Venture Form as appropriate. The Forms including documentation must be received
29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
30 opening date. The Bidder shall obtain a receipt from the City as evidence the
31 documentation was received. Failure to comply shall render the bid as non-
32 responsive.
33
34 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
35 or organization against whom Contractor has reasonable objection.
36
37 12. Bid Form
38
39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
40 obtained from the City.
41
42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
45 price item listed therein. In the case of optional alternatives, the words "No Bid,"
46 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
47 written in ink in both words and numerals, for which the Bidder proposes to do the
48 work contemplated or furnish materials required. All prices shall be written legibly.
49 In case of discrepancy between price in written words and the price in written
50 numerals, the price in written words shall govern.
51
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 -7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
1 12.3. Bids by corporations shall be executed in the corporate name by the president or a
2 vice-president or other corporate officer accompanied by evidence of authority to
3 sign. The corporate seal shall be affixed. The corporate address and state of
4 incorporation shall be shown below the signature.
5
6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
7 partner, whose title must appear under the signature accompanied by evidence of
8 authority to sign. The official address of the partnership shall be shown below the
9 signature.
10
11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a
12 member and accompanied by evidence of authority to sign. The state of formation of
13 the firm and the official address of the firm shall be shown.
14
15 12.6. Bids by individuals shall show the Bidder's name and official address.
16
17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
18 indicated on the Bid Form. The official address of the joint venture shall be shown.
19
20 12.8. All names shall be typed or printed in ink below the signature.
21
22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
23 which shall be filled in on the Bid Form.
24
25 12.10. Postal and e-mail addresses and telephone number for communications regarding the
26 Bid shall be shown.
27
28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
29 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
30 to State Law Non Resident Bidder.
31
32 13. Submission of Bids
33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
36 marked with the City Project Number, Project title, the name and address of Bidder, and
37 accompanied by the Bid security and other required documents. If the Bid is sent through the
38 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
39 with the notation "BID ENCLOSED" on the face of it.
40
41 14. Modification and Withdrawal of Bids
42
43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
44 withdrawn prior to the time set for bid opening. A request for withdrawal must be
45 made in writing by an appropriate document duly executed in the manner that a Bid
46 must be executed and delivered to the place where Bids are to be submitted at any
47 time prior to the opening of Bids. After all Bids not requested for withdrawal are
48 opened and publicly read aloud, the Bids for which a withdrawal request has been
49 properly filed may, at the option of the City, be returned unopened.
50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 - 8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates (if any) will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
14 17. Evaluation of Bids and Award of Contract
15
16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights
17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
18 and to reject the Bid of any Bidder if City believes that it would not be in the best
19 interest of the Project to make an award to that Bidder, whether because the Bid is
20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
21 meet any other pertinent standard or criteria established by City. City also reserves
22 the right to waive informalities not involving price, contract time or changes in the
23 Work with the Successful Bidder. Discrepancies between the multiplication of units
24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
25 between the indicated sum of any column of figures and the correct sum thereof will
26 be resolved in favor of the correct sum. Discrepancies between words and figures
27 will be resolved in favor of the words.
28
29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
30 among the Bidders, Bidder is an interested party to any litigation against City,
31 City or Bidder may have a claim against the other or be engaged in litigation,
32 Bidder is in arrears on any existing contract or has defaulted on a previous
33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or
34 Bidder has uncompleted work which in the judgment of the City will prevent or
35 hinder the prompt completion of additional work if awarded.
36
37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
38 other persons and organizations proposed for those portions of the Work as to which
39 the identity of Subcontractors, Suppliers, and other persons and organizations must
40 be submitted as provided in the Contract Documents or upon the request of the City.
41 City also may consider the operating costs, maintenance requirements, performance
42 data and guarantees of major items of materials and equipment proposed for
43 incorporation in the Work when such data is required to be submitted prior to the
44 Notice of Award.
45
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, qualifications, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
1 17.4. Contractor shall perform with his own organization, work of a value not less than
2 35% of the value embraced on the Contract, unless otherwise approved by the City.
3
4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
5 responsive Bidder whose evaluation by City indicates that the award will be in the
6 best interests of the City.
7
8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
12 comparable contract in the state in which the nonresident's principal place of
13 business is located.
14
15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
16 to be awarded, City will award the Contract within 90 days after the day of the Bid
17 opening unless extended in writing. No other act of City or others will constitute
18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
19 the City.
20
21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
22
23 18. Signing of Agreement
24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
26 Contractor shall sign and deliver the required number of counterparts of the Agreement to
27 City with the required Bonds, Certificates of Insurance, and all other required documentation.
28 City shall thereafter deliver one fully signed counterpart to Contractor.
29
30
31
32 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2014-2)
02226
00 35 12
BID FORM
Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www.ethics.state.tx.us/forms/CIQ.pdf
http://wvvw.ethics.state.tx.us/forms/CIS.pdf
❑ CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
I..._l CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
Company Name Here By: Printed Name Here
Address Here Signature:
Address Here or Space
City, State Zip Code Here Title: Title Here
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls
00 35 13
BID FORM
Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www.ethics.state.tx.us/forms/CIQ.pdf
http://www.ethics.state.tx.us/forms/CIS.pdf
U CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
• CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
END OF SECTION
By: James G Humphrey
Signature:
Title: Sr Vice President
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2014-2 Bid Proposal Workbook
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.:
Units/Sections:
1. Enter Into Agreement
2226
PAVEMENT IMPROVEMENT
HMAC SURFACE OVERLAY (2014-2)
MULTIPLE LOCATIONS
00 41 00
BID FORM
Page 1 of 3
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. 'coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2014-2 Bid Proposal Workbook
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a.
b.
0.
d.
4. Time of Completion
HMAC Surface Overlay Heavy Maintenance and all items directly associated with the paving.
00 41 00
BID FORM
Page 2 of 3
4.1. The Work will be complete for Final Acceptance within 190 calendar days after the date when
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2014-2 Bid Proposal Workbook
6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete>
Total Base Bid <use this if applicable, otherwise delete> $0.00
Alternate Bid <use this if applicable, otherwise delete> $0.00
Deductive Alternate<use this if applicable, otherwise delete> $0.00
Additive Alternate <use this if applicable, otherwise delete> $0.00
Total Bid $1,809,801.15
7. Bid Submittal
This Bid is submitted on Thursday, February 13, 2014 by the entity named below.
Respectfully submitted,
By:
(Signature)
James G Humphrey
(Printed Name)
Title: Sr Vice President
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas 76124
State of Incorporation:
Email:
Phone: 817-261-2991
Texas
END OF SECTION
Receipt is acknowledged of
the following Addenda:
(Addendum )‘lo. 1:
'Addendum No. 2:
'Addendum No. 3:
'Addendum No. 4:
Corporate Seal:
00 41 00
BID FORM
Page 3 of 3
Initial
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2014-2 Bid Proposal Workbook
00 42 43
BID PROPOSAL
Page 1 of 2
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Quantity Unit Price Bid Value
Item No. Section No. Measure
1 3305.0108 Miscellaneous Adjustments (Utilities) 00 05 08 LS 1 $6,000.00 $6,000.00
2 0241.1300 Remove Concrete Curb & Gutter 02 41 15 LF 12510 $5.50 $68,805.00
3 3216.0102 7" Concrete Curb & Gutter 32 16 13 LF 12610 $18.80 $237,068.00
4 0241.0401 Remove Concrete Driveway 02 41 13 SF 8290 $2.20 $18,238.00
5 3213.0401 6" Concrete Driveway 32 13 20 SF 8390 $5.00 $41,950.00
6 3213.0451 6" Concrete Driveway, Exposed Aggregate 32 13 20 SF 100 $11.00 $1,100.00
7 0241.0100 Remove Sidewalk 02 41 13 SF 6075 $1.10 $6,682.50
8 3213.0301 4" Concrete Sidewalk 32 13 20 SF 6175 $4.45 $27,478.75
9 3213.0351 4" Concrete Sidewalk, Exposed Aggregate 32 13 20 SF 390 $11.00 $4,290.00
10 0241.1400 Remove Concrete Valley Gutter 02 41 15 SY 580 $30.00 $17,400.00
11 3216.0301 6" Concrete Valley Gutter 32 16 13 SY 680 $60.00 $40,800.00
12 0241. 1700 8" Pavement Pulverization 02 41 15 SY 52440 $3.53 $185,113.20
13 9999.0000 Roadbond EN1 Soil Stabilizer GA 410 $110.00 $45,100.00
14 3211.0600 Cement Modification (13lbslsy) 3211 33 TN 345 $110.00 $37,950.00
15 0241.1506 2" Surface Milling 02 41 15 SY 26210 $1.92 $50,323.20
16 3212.0900 Crack Sealing of Existing Pavement 32 12 73 GA 260 $27.00 $7,020.00
17 3212.0302 2" Asphalt Pavement Type D 32 12 16 SY 78650 $8.91 $700,771.50
18 3305.0111 Water Valve Box Adjustments (w/ Steel Riser) 33 05 14 EA 11 $130.00 $1,430.00
19 3305.0112 Water Valve Box Adjustments (with Concrete Collar) 33 0517 EA 15 $220.00 $3,300.00
20 3123.0101 Unclassified Street Excavation 31 23 16 CY 430 $19.00 $8,170.00
21 3124.0101 Crushed Limestone 31 24 00 CY 10 $89.00 $890.00
22 3212.0600 Asphalt Pavement Level -Up 32 12 16 TN 10 $138.00 $1,380.00
23 3124.0101 Asphalt Pavement Base Repair 31 24 00 CY 265 $217.00 $57,505.00
24 3349.0101 Manhole Adjustments (w/ Steel Riser) 33 49 10 EA 9 $255.00 $2,295.00
25 3305.0112 Manhole Adjustments (with Concrete Collar) 33 05 17 EA 29 $440.00 $12,760.00
26 9999.0000 Curb Address Painting 32 17 25 EA 220 $19.50 $4,290.00
27 3292.0100 Block Sod Replacement 32 92 13 SY 2200 $7.20 $15,840.00
28 9999.0000 Remove / Replace 30' Speed Cushion (with Stripping) EA 1 $2,400.00 $2,400.00
29 3305.0107 Miscellaneous Adjustments (Water Meter Box) 33 05 14 EA 17 $38.00 $646.00
30 0241.0300 Remove ADA Ramp 02 41 13 EA 33 $220.00 $7,260.00
31 9999.0000 ADA Ramp EA 39 $1,105.00 $43,095.00
32 9999.0000 5' Curb Inlet Top EA 13 $1,105.00 $14,365.00
33 9999.0000 Remove 10' Curb Inlet Top EA 3 $1,105.00 $3,315.00
34 3441.1301 Traffic Loop Detector Cable Saw -cut 34 41 10 LF 1000 $8.83 $8,830.00
35 3441.1302 AWG Loop Detector Cable 34 41 10 LF 1000 $1.27 $1,270.00
36 3217.0001 4" Solid White Thermoplastic (HAS) Lane Lines 32 17 23 LF 2600 $0.94 $2,444.00
37 3217.0002 4" Solid Yellow Thermoplastic (HAS) Center Lines 32 17 23 LF 2900 $0.94 $2,726.00
38 9999.0096 Paving Construction Allowance EA 1 119,500.00 $119,500.00
Bid Summary
Base Bid
Total Base Bid
Alternate Bid
Total Alternate Bid
Deductive Alternate Bid
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
HMAC 2014-2 Bid Proposal Workbook
SECTION 00 42 43
PROPOSAL FORM
00 42 43
BID PROPOSAL
Page 2 of 2
UNIT PRICE BID Bidder's Application
Bidlist
Item No.
Project Item Information Bidder's Proposal
Description
Specification ( Unit of ( Bid Quantity Unit Price
Section No. Measure
Total Deductive Alternate Bid
Additive Alternate Bid
Total Additive Alternate Bid
Bid Value
Total Bidi $1,809,801.151
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
HMAC 2014-2 Bid Proposal Workbook
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a
comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
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. CI
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
END OF SECTION
By: James G Humphrey
(Signature)
Title: Sr Vice President
Date: Z 1 7
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
HMAC 2014-2 Bid Proposal Workbook
00 45 12
BID FORM
Page 1 of 1
SECTION 00 4512
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name
HMAC Surface Overlay Heavy
Maintenance and all items
directly associated with the
paving.
0
0
0
Prequalification
Expiration Date
JLB Contracting, LLC Jan-15
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
JLB Contracting, LLC By: James G Humphrey
PO Box 24131
Signature)
Fort Worth, Texas 76124
END OF SECTION
Title: Sr Vice President
Date:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
HMAC 2014-2 Bid Proposal Workbook
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3
4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 01820. Contractor further certifies that, pursuant to Texas Labor Code, Section
7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9
10 CONTRACTOR:
11 JLB CONTRACTII`NG,1 1 1.3 By12 :
13 Company (Please Print)
14
15 Signature: v ' C
16 Address
17 P.O. BOX 24131 Sam Davis
18 FORT WORTH, TX 76124 Title:
19 City/State/Zip (Pease rmtt
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
26 BEFORE , the undersigned authority, on this day personally appeared
27 4m/4 V 15 , known to me to be the person whose name is
28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
29 the act and deed of e',LC for the purposes and
30 consideration therein expresse an m t e capacity therein stated.
31
32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this /3 %, day of
33 yJldq , 20
34 /
35
36 (74,0--n-s/i-
37 Notary Public in and fote of Texas
38
39
40
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
'*:�t:f'f LINDA OLIPHANT
' Notary
r Public, State of Texas
rr, : My Commission Expires
March 10, 2017
005243-1
Agreement
Page 1 of 4
1 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 which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 HMAC SURFACE OVERLAY (2014-2)
17 02226
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 190 calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
27 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 ($650.00) 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 SECRETARY
FT. WORTH, TX
CITY OF FORT WORTH HMAC Surface Overlay (2014-2)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02226
Revised August 17, 2012
00 52 43 - 2
Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 City agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of ONE MILLION EIGHT HUNDRED NINE
40 THOUSAND EIGHT HUNDRED ONE DOLLARS AND FIFTEEN CENTS (1,809,801.15).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire agreement between City and
44 Contractor concerning the Work 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) State and Federal documents (project specific)
52 b. Current Prevailing Wage Rate Table
53 c. Insurance ACORD Form(s)
54 d. Payment Bond
55 e. Performance Bond
56 f. Maintenance Bond
57 g. Power 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 RECORD
CITY SECRETARY
Ft WORTH, TX
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-2)
02226
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 overate
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, bv anv 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 provision is specifically intended to operate and be effective even if it is alleged or
94 proven that all or some of the damages being sought were caused. in whole or in part„
95 bv anv 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 1 of the General Conditions will
100 have the meanings indicated in the General Conditions.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express 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
111 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 State 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
(OFFICIAL RECORD
CI TN SECREVRVH vIAC Surface Overlay (2014-2)
t J. 02226
WCMiNiy i
00 52 43 - 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 which 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
123
124
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
125 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
126 counterparts.
127
128 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
129
Contractor:
JLB CONTRACTING, LLC
By:
(Signature)
;a1 1 1 Danis
i€idlte)
Title:
Address:
N.O. BOX 24131
FOr i WOrt i ri, I X 76124
City/State/Zip:
Date
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/i, F0‘'\ .,`'
lititolow
City of Fort Worth
By: �L
Fernando Costa
Assistant City Manager
Date
Attest:
City : ecr tart'
(Seal)
M&C C- 2G79y
Date: S-C - /9
Approved as to Form and Legality:
Assistant CIAttorney
APEROVAL RECOMMENDED:
U.�J
Douglas . Wiersig, P.E.
DIRECTOR,
Transportation & Public Works
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
OFFICIAL RECORD
HMAC Surface Overlay (2014-2)
CITY SECRETARY 02226
FT. WORTH, TX
006113-1
PERFORMANCE BOND
Page 1 of 2
Bond No. 0965567
SECTION 00 61 13
PERFORMANCE BOND
THE STATE OF TEXAS
KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT
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 of Texas, 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 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 6tt' 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.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
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
extension of the Contract that may be granted on the part of the City, then this obligation shall be
and become null and void, otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-2)
City Project No. 02226
00 61 13 -2
PERFORMANCE BOND
Page 2 of 2
Bond 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 bond shall 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 13th day of May ,20 14 .
ATTEST'
rincrlpal) Secretary
Wi s as to trincipal
SuretyElizabeth Gray
ash
PRINCIPAL:
JLB CONTRACTING. LLC
BY:
Signature
Sam Davis
NanceiEli@nt
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFI?II, INSURANCE COMPANY
BY:
atur
Kyle W. Sweeney, Attorney -in -Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-2)
City Project No. 02226
00 61 14 - 1
PAYMENT BOND
Page 1 of 2
Bond No. 0965567
SECTION 00 61 14
PAYMENT BOND
THE STATE OF TEXAS
KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT
That we, JLB Contractine, LLC , known as "Principal" herein,
and Westfield Insurance Company . a corporate surety
(sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
(whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
penal sum of One Million, Eieht Hundred Nine Thousand, EiEht 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 be made, we bind ourselves,
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents:
WHEREAS, Principal has entered into a certain written Contract with City, awarded
the 6t1i 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 as defined by law, in the prosecution of the Work as provided for in said
Contract and designated as HMAC Surface Overlay (2014-2), City Project No. 02226.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
the Contract, then this obligation shall be and become null and void; otherwise to remain in full
force and effect.
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 SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC Surface Overlay (2014-2)
City Project No. 02226
i
00 61 14 - 2
PAYMENT BOND
Page 2 of 2
Bond 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`h day of Mav , 20 14 .
ATTEST:
Y1/0"ta 4%141/'
pal) Sectary
W. ne.s as to Principal
ATTEST:
(Surety) Secretary
Witness ao Surety Elizabeth Grp
PRINCIPAL:
JLB CONTRACTING, LLC
BY: h
Signature
Sam Davis
Name and TiRresident
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
Sign
Kyle W. Sweeney, Attornev -in-Fait
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC Surface Overlay (2014-2)
City Project No. 02226
THE STATE OF TEXAS
COUNTY OF TARRANT
That we
00 61 19 - 1
MAINTENANCE BOND
Page 1 of 3
Bond No. 0965567
SECTION 00 61 19
MAINTENANCE BOND
KNOW ALL BY THESE PRESENTS:
JLB Contractine, LLC , known as "Principal" herein and
Westfield Insurance Comnanv , 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 of the State of Texas, known as "City" herein, in the sum of One Million,
Eight Hundred Nine Thousand, EiEht 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 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 6tt' 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 "Work") as provided for
in said contract and designated as HMAC Surface Overlay (2014-2), City Project No. 02226;
and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the City of the need thereof at any time within the Maintenance
Period.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-2)
City Project No. 02226
00 61 19 -2
MAINTENANCE BOND
Page 2 of 3
Bond No. 0965567
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by City, to a completion
satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the City may cause any and all such defective Work to
be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
the Surety under this Maintenance bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2014-2)
City Project No. 02226
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
toll -free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(tdi.state.tx. us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(u�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS 0 RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME
POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW.
1:17411SEAL, it
)6`ti..!.'`
General
Power
of Attorney
CERTIFIED COPY
POWER NO. 4220052 06
Westfield Insurance Co.
Westfield National Insurance Co.
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
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(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
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary."
"Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting
held on February 8, 2000).
• In 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 .
WNM1q„,
Corporate p•'"`
seals O\aSti
•••40_ p 4.
Affixed fizz,/ .as+ C1 .i
6.
tif
State of Ohiop"""
:ounty of Medina ss.:
WESTFIELD INSURANCE COMPANY
WESTFIELD NATIONAL INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
By:
Richard L. Kinnaird, Jr., National Surety Leader and
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-inMedina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
nstrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed
ay order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Notarial
Seal
Affixed
,,,N„{N.1
(#.ct". ,,,,,,,,,
State of Ohio `
3ounty of Medina ss.: y ;=
7.
William J. Kahelin, Attgirney at Law, Notary Public
My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
I, Frank A..Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS'
NSURANCE COMPANY, do herebycertify 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.
In Witness Whereof,
May o 2014
i
. v: .ra. . P -. . O.
-- � SEAL .m
,,, ,,,-
1 have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 13thiday of
, , 4a
1848A
Frank A. Carrinn, Secretary
Jt,M....O Secretary
BPOAC2 (combined) (06-02)
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology 1
1.01 Defined Terms 1
1.02 Terminology 6
Article 2 — Preliminary Matters 7
2.01 Copies of Documents 7
2.02 Commencement of Contract Time; Notice to Proceed 7
2.03 Starting the Work 8
2.04 Before Starting Construction 8
2.05 Preconstruction Conference 8
2.06 Public Meeting 8
2.07 Initial Acceptance of Schedules 8
Article 3 — Contract Documents: Intent, Amending, Reuse 8
3.01 Intent 8
3.02 Reference Standards 9
3.03 Reporting and Resolving Discrepancies 9
3.04 Amending and Supplementing Contract Documents 10
3.05 Reuse of Documents 10
3.06 Electronic Data 11
Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points 11
4.01 Availability of Lands 11
4.02 Subsurface and Physical Conditions 12
4.03 Differing Subsurface or Physical Conditions 12
4.04 Underground Facilities 13
4.05 Reference Points 14
4.06 Hazardous Environmental Condition at Site 14
Article 5 — Bonds and Insurance 16
5.01 Licensed Sureties and Insurers 16
5.02 Performance, Payment, and Maintenance Bonds 16
5.03 Certificates of Insurance 16
5.04 Contractor's Insurance 18
5.05 Acceptance of Bonds and Insurance; Option to Replace 19
Article 6 — Contractor's Responsibilities 19
6.01 Supervision and Superintendence 19
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6.02 Labor; Working Hours 20
6.03 Services, Materials, and Equipment 20
6.04 Project Schedule 21
6.05 Substitutes and "Or -Equals" 21
6.06 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
6.12 Use of Site and Other Areas 28
6.13 Record Documents 29
6.14 Safety and Protection 29
6.15 Safety Representative 30
6.16 Hazard Communication Programs 30
6.17 Emergencies and/or Rectification 30
6.18 Submittals 31
6.19 Continuing the Work 32
6.20 Contractor's General Warranty and Guarantee 32
6.21 Indemnification 33
6.22 Delegation of Professional Design Services 34
6.23 Right to Audit 34
6.24 Nondiscrimination 35
Article 7 - Other Work at the Site 35
7.01 Related Work at Site 35
7.02 Coordination 36
Article 8 - City's Responsibilities 36
8.01 Communications to Contractor 36
8.02 Furnish Data 36
8.03 Pay When Due 36
8.04 Lands and Easements; Reports and Tests 36
8.05 Change Orders 36
8.06 Inspections, Tests, and Approvals 36
8.07 Limitations on City's Responsibilities 37
8.08 Undisclosed Hazardous Environmental Condition 37
8.09 Compliance with Safety Program 37
Article 9 - City's Observation Status During Construction 37
9.01 City's Project Representative 37
9.02 Visits to Site 37
9.03 Authorized Variations in Work 38
9.04 Rejecting Defective Work 38
9.05 Determinations for Work Performed 38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38
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Article 10 - Changes in the Work; Claims; Extra Work 38
10.01 Authorized Changes in the Work 38
10.02 Unauthorized Changes in the Work 39
10.03 Execution of Change Orders 39
10.04 Extra Work 39
10.05 Notification to Surety 39
10.06 Contract Claims Process 40
Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement 41
11.01 Cost of the Work 41
11.02 Allowances 43
11.03 Unit Price Work 44
11.04 Plans Quantity Measurement 45
Article 12 - Change of Contract Price; Change of Contract Time 46
12.01 Change of Contract Price 46
12.02 Change of Contract Time 47
12.03 Delays 47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work 48
13.0I Notice of Defects 48
13.02 Access to Work 48
13.03 Tests and Inspections 48
13.04 Uncovering Work 49
13.05 City May Stop the Work 49
13.06 Correction or Removal of Defective Work 50
13.07 Correction Period 50
13.08 Acceptance of Defective Work 51
13.09 City May Correct Defective Work 51
Article 14 - Payments to Contractor and Completion 52
14.01 Schedule of Values 52
14.02 Progress Payments 52
14.03 Contractor's Warranty of Title 54
14.04 Partial Utilization 55
14.05 Final Inspection 55
14.06 Final Acceptance 55
14.07 Final Payment 56
14.08 Final Completion Delayed and Partial Retainage Release 56
14.09 Waiver of Claims 57
Article 15 - Suspension of Work and Termination 57
15.01 City May Suspend Work 57
15.02 City May Terminate for Cause 58
15.03 City May Terminate For Convenience 60
Article 16 - Dispute Resolution 61
16.01 Methods and Procedures 61
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Article 17 — Miscellaneous 62
17.01 Giving Notice 62
17.02 Computation of Times 62
17.03 Cumulative Remedies 62
17.04 Survival of Obligations 63
17.05 Headings 63
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ARTICLE 1 — DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement —The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment —The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents,
4. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder —The individual or entity who submits a Bid directly to City.
8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
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13. Change Order —A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and
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 Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract —The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents —Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price —The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor —The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition.
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25. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
36. Field Order —A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
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38. Final Inspection — Inspection carried out by the City to 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.
39. General Requirements —Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone —A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award —The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs —Polychlorinated biphenyls.
49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non -Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
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51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52. Project —The Work to be performed under the Contract Documents.
53. Project Representative —The authorized representative of the City who will be assigned to
the 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 Material —Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights -of -way, permits, and easements for
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
61. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project.
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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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.
69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work —The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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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 "reasonable," "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 Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
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 specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
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 or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision 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 Before 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 which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. 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, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be 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 format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4 — AVAILABILITY OF LANDS; 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
permanent structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Deering Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
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.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B, Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume 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 a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn any
individual or entity from and against the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5 — BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 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, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
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 event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
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 adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
13 City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, 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 of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability. If any of the work or any warranty 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.
5.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Work, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, Iabor, 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 the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 01 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or -Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: 1f 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.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute 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.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemn and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ord inance.
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
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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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 11 th 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 of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be 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 permitted by Laws and Regulations, Contractor shall indemn fy and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
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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. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents, It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any 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.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151,301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
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3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 6.21, Contractor shall indemn and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
fails to correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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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:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action 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. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
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.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City 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 to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN
PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT
WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
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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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 the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7 — OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
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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
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
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.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents,
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents 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 Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 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 10.01.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the 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.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra 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 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
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10.06 Contract Claims 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.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days 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 of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
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;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall
include but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance 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;
a. 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 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g•
Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
1. 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 11.01.A.1 or specifically covered by Paragraph 11.01.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 defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
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 to
Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It- is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre -bid Allowances:
1. Contractor agrees that:
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a. the pre -bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre -bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
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 Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized 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
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.01.A.4 and 11.01.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 12.01.C.2.a and
12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.01.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 11.01.A.6, and
11.01.B;
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 net
decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 ' Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13,
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
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.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
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 Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the 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:
I , repair such defective land or areas; or
2, correct such defective Work; or
3, if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4, satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CON TRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to 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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B. Review of Applications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the 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 responsibilities specifically
assigned to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
I . within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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14.07 Final Payment
A. Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
Work.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will make no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly 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
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
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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.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies 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.B, 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.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If 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.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of 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.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of 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 of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a 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 disposition of
which has been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
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1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such 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 to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
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.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
1
2
SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
007300-I
SUPPLEMENTARY CONDITIONS
Page 1 of 5
3 TO
4 GENERAL CONDITIONS
5
6 Supplementary Conditions
7
8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
11 of the General Conditions which are not so modified or supplemented remain in full force and effect.
12
13 Defined Terms
14
15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the
16 meaning assigned to them in the General Conditions, unless specifically noted herein.
17
18 Modifications and Supplements
19
20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and
21 other Contract Documents.
22
23 SC-3.03B.2, "Resolving Discrepancies"
24
25 Plans govern over Specifications and Specifications shall govern over standard details.
26
27 SC-4.01A
28
29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
31 Contract Drawings.
32
33 SC-4.01A.1., "Availability of Lands"
34
35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
36 December 4, 2013
37
38 Outstanding Right -Of -Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
"None"
39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
40 and do not bind the City.
41
42 If Contractor considers the final easements provided to differ materially from the representations on the
43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
44 notify City in writing associated with the differing easement line locations.
45
46 SC-4.01A.2, "Availability of Lands"
CITY OF FORT WORTH
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SUPPLEMENTARY CONDITIONS
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1
2 Utilities or obstructions to be removed, adjusted, and/or relocated
3
4 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
5 as of December 4, 2013:
6
EXPECTED UTILITY AND LOCATION TARGET DATE OF
OWNER ADJUSTMENT
"None"
7 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
8 and do not bind the City.
9
10 SC-4.02A., "Subsurface and Physical Conditions"
11
12 The following are reports of explorations and tests of subsurface conditions at the site of the Work: Under
13 Buzzsaw, see Soil Lab / Test Results.
14
15 The following are drawings of physical conditions in or relating to existing surface and subsurface
16 structures (except Underground Facilities) which are at or contiguous to the site of the Work:
17 "None"
18
19 SC-4.06A., "Hazardous Environmental Conditions at Site"
20
21 The following are reports and drawings of existing hazardous environmental conditions known to the City:
22 "None"
23
24 SC-5.03A., "Certificates of Insurance"
25
26 The entities listed below are "additional insureds as their interest may appear" including their respective
27 officers, directors, agents and employees.
28
29 (1) City
30 (2) Consultant: "None"
31 (3) Other: "None"
32
33 SC-5.04A., "Contractor's Insurance"
34
35 The limits of liability for the insurance required by Paragraph GC-5,04 shall provide the following
36 coverages for not less than the following amounts or greater where required by laws and regulations:
37
38 5.04A. Workers' Compensation, under Paragraph GC-5.04A.
39
40 Statutory limits
41 Employer's liability
42 $100,000 each accident/occurrence
43 $100,000 Disease - each employee
44 $500, 000 Disease - policy limit
45
46 SC-5.04B., "Contractor's Insurance"
47
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1 5.04B. 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:
4
5 $1,000,000 each occurrence
6 $2,000,000 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
11 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 $/00,000 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 term 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
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1 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
2 the name of the railroad company. However, if more than one grade separation or at -grade
3 crossing is affected by the Project at entirely separate locations on the line or lines of the same
4 railroad company, separate coverage may be required, each in the amount stated above.
5
6 2. Where more than one railroad company is operating on the same right-of-way or where several
7 railroad companies are involved and operated on their own separate rights -of -way, the Contractor
8 may be required to provide separate insurance policies in the name of each railroad company.
9
10 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a
11 railroad company's right-of-way at a location entirely separate from the grade separation or at-
12 grade crossing, insurance coverage for this work must be included in the policy covering the grade
13 separation.
14
15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
16 way, all such other work may be covered in a single policy for that railroad, even though the work
17 may be at two or more separate locations.
18
19 No work or activities on a railroad company's property to be performed by the Contractor shall be
20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
21 for each railroad company named, as required above. All such insurance must be approved by the City and
22 each affected Railroad Company prior to the Contractor's beginning work.
23
24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way,
27 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
28 railroad company operating over tracks involved in the Project.
29
30 SC-6.04., "Project Schedule"
31
32 Project schedule shall be tier 3 for the project.
33
34 SC-6.07., "Wage Rates"
35
36 The following is the prevailing wage rate table(s) applicable to this project and is provided in the
37 Appendixes: SC-6.07, Heavy & Highway Construction Prevailing Wage Rates 2008
38 <Buzzsaw location, Resources/02 Construction Documents/Construction Specification Book/05 General
39 and Special Condtions/05.9 Wage Rate M&C_7 8 08.pdf>
40
41 SC-6.09., "Permits and Utilities"
42
43 SC-6.09A., "Contractor obtained permits and licenses"
44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
45 Fort Worth City Street Use Permit
46
47 SC-6.09B. "City obtained permits and licenses"
48 The following are known permits and/or licenses required by the Contract to be acquired by the City:
49 "None",
50
51 SC-6.09C. "Outstanding permits and licenses"
52
53 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of December
54 4, 2013: "None"
CITY OF FORT WORTH
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SUPPLEMENTARY CONDITIONS
Page 5 of 5
l
2 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
"None"
3
4 SC-7.02., "Coordination"
5
6 The individuals or entities listed below have contracts with
7 the Site:
I Vendor Scope of Work
"None" "None"
the City for the performance of other work at
Coordination Authority
"None"
8
9
10 SC-8.01, "Communications to Contractor"
11
12 Section 01 58 13: Tetnporary Project Signage
13
14 During construction, two project signs shall be provided for each street under construction
15
16 All removed material/debris must be hauled off to a suitable dumpsite 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, ADA ramps and etc. within five 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"
29
30 "None"
31
32 SC-16.01C.1, "Methods and Procedures"
33 "None"
34
35
36
37 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
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2
3 PART 1 - GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
SUMMARY OF WORK
Page 1 of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to"
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights -of -way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
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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 Work 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 1. 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 gas 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 Work.
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 FORT WORTH
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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]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
DATE
Revision Log
NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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3 PART 1- GENERAL
SECTION 0131 19
PRECONSTRUCTION MEETING
013119-I
PRECONSTRUCTION MEETING
Page 1 of 3
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
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 Contract
12 2. Division 1 — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 I. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. 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 whom the Contractor may desire
38 to invite or the City may request
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PRECONSTRUCTION MEETING
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1 e. Other City representatives
2 f. Others as appropriate
3 4. Construction Schedule
4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and
5 provide at Preconstruction Meeting.
6 b. City will notify Contractor of any schedule changes upon Notice of
7 Preconstruction Meeting.
8 5. Preliminary Agenda may include:
9 a. Introduction of Project Personnel
10 b. General Description of Project
11 c. Status of right-of-way, utility clearances, easements or other pertinent permits
12 d. Contractor's work plan and schedule
13 e. Contract Time
14 f. Notice to Proceed
15 g. Construction Staking
16 h. Progress Payments
17 I. Extra Work and Change Order Procedures
18 j. Field Orders
19 k. Disposal Site Letter for Waste Material
20 1. Insurance Renewals
21 m. Payroll Certification
22 n. Material Certifications and Quality Control Testing
23 o. Public Safety and Convenience
24 p. Documentation of Pre -Construction Conditions
25 q. Weekend Work Notification
26 r. Legal Holidays
27 s. Trench Safety Plans
28 t. Confined Space Entry Standards
29 u. Coordination with the City's representative for operations of existing water
30 systems
31 v. Storm Water Pollution Prevention Plan
32 w. Coordination with other Contractors
33 x. Early Warning System
34 y. Contractor Evaluation
35 z. Special Conditions applicable to the project
36 aa. Damages Claims
37 bb. Submittal Procedures
38 cc. Substitution Procedures
39 dd. Correspondence Routing
40 ee. Record Drawings
41 ff. Temporary construction facilities
42 gg. M/WBE procedures
43 hh. Final Acceptance
44 ii. Final Payment
45 jj. Questions or Comments
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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]
11 END OF SECTION
12
13
DATE
Revision Log
NAME SUMMARY OF' CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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2
3 PART 1 - GENERAL
4 1.1 SUMMARY
SECTION 01 31 20
PROJECT MEETINGS
013120-1
PROJECT MEETINGS
Page 1 of 3
5 A. Section Includes:
6 1. Provisions for project meetings throughout the construction period to enable orderly
7 review of the progress of the Work 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:
12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
13 2. Division 1 — General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE 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 3. 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 1 Public Meeting with affected residents to:
33 a. Present projected schedule, including construction start date
34 b. Answer any construction related questions
35 2. Meeting Location
36 a. Location of meeting to be determined by the City.
37 3. Attendees
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PROJECT MEETINGS
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1 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 b. 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. Engineer's 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 Work 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 i. Coordination of schedules
41 j. Review submittal schedules
42 k. Maintenance of quality standards
43 1. 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
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PROJECT MEETINGS
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1 o. Review monthly pay request
2 p. Review status of Requests for Information
3 6. Meeting Schedule
4 a. Progress meetings will be held periodically as determined by the Project
5 Representative.
6 1) Additional meetings may be held at the request of the:
7 a) City
8 b) Engineer
9 c) Contractor
10 7. Meeting Location
11 a. The City will establish a meeting location.
12 1) To the extent practicable, meetings will be held at the Site.
13 1.5 SUBMITTALS [NOT USED]
14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
15 1.7 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 [SITE] CONDITIONS [NOT USED]
20 1.12 WARRANTY [NOT USED]
21 PART 2 - PRODUCTS [NOT USED]
22 PART 3 - EXECUTION [NOT USED]
23
24
25
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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CONSTRUCTION PROGRESS SCHEDULE
Page I of 5
1 SECTION 01 32 16
2 CONSTRUCTION PROGRESS SCHEDULE
3 PART 1- 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 1 — General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Work associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item.
I 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. 1aseline Schedule - Initial schedule submitted before work begins that will serve
38 as the baseline for measuring progress and departures from the schedule.
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CONSTRUCTION PROGRESS SCHEDULE
Page 2of5
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
11 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 3. 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 concurrency of
42 accomplishment of activities, and comply with the revised schedule
CITY OF FORT WORTH
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Revised July 1, 2011
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CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
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 determination 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 to the 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 Contract 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 by the 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.
CITY OF FORT WORTH
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CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
1 a. Float or slack time is not for the exclusive use or benefit of either the
2 Contractor or the City.
3 b. Proceed with work according to early 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 different contractors, the City will
17 determine the work priority of each contractor and the sequence of work necessary
18 to expedite the completion of the entire Project.
19 a. In such cases, the decision of the City shall be accepted as final.
20 b. The temporary delay of any 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 to the 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 FORT WORTH
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Revised July 1, 2011
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CONSTRUCTION PROGRESS 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
6
7
8
A. The person preparing and revising the construction Progress Schedule shall be
experienced in the preparation of schedules of similar complexity.
B. Schedule and supporting documents addressed in this Specification shall be prepared,
updated and revised to accurately reflect the performance of the 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 USED]
15 PART 3 - EXECUTION [NOT USED]
16 END OF SECTION
17
18
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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013233-1
PRECONSTRUCTION VIDEO
Page 1 of 2
1 SECTION 01 32 33
2 PRECONSTRUCTION VIDEO
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH
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Revised July 1, 2011
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PRECONSTRUCTION VIDEO
Page 2 of 2
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
4
5
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
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014523-1
TESTING AND INSPECTION SERVICES
Page 1 of 2
1 SECTION 01 45 23
2 TESTING AND INSPECTION SERVICES
3 PART 1- GENERAL
4 1.1 SUMMARY
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 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 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.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Testing
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 by the 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 Buzzsaw site, or another external FTP site approved by
38 the City.
CITY OF FORT WORTH
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Revised July 1, 2011
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TESTING AND INSPECTION SERVICES
Page 2 of 2
1 2) Upload test reports to designated project directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) 1 copy for all submittals submitted to the Project Representative
5 b. Hard Copy Distribution (if required in lieu of electronic distribution)
6 1) Tests performed by City
7 a) Distribute 1 hard 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]
28 END OF SECTION
29
30
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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2
015000-1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - 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 1 — General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
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 Work 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
CITY OF FORT WORTH
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TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 1) Contact City 1 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 Work, 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 at job 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
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Revised July 1, 2011
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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 Work from damage due
8 to weather.
9 1.5 SUBMITTALS [NOT USED]
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [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]
17 PART 2 - PRODUCTS [NOT USED]
18 PART 3 - 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 1. Maintain all temporary facilities for duration of construction activities as needed.
CITY OF FORT WORTH
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Revised July 1, 2011
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TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 3.5 [REPAIR] / [RESTORATION]
2 3.6 RE -INSTALLATION
3 3.7 FIELD joR] 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
15
16
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION 01 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1, Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 — General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform 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 minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
CITY OF FORT WORTH
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Revised July 1, 2011
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STREET USE 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 1, 2011
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STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 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]
11 END OF SECTION
12
13
(Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
SECTION 01 58 13
TEMPORARY PROJECT SIGNAGE
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
3 PART 1- 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. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS [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 loR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 58 13 -2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1 1. Provide free standing Project Designation Sign in accordance with City's Standard
2 Details for project signs.
3 B. Materials
4 1. Sign
5 a. Constructed of/4-inch fir plywood, grade A-C (exterior) or better
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 [NOT USED]
12 3.4 INSTALLATION
13 A. General
14 1. Provide vertical installation at extents of project.
15 2. Relocate sign as needed, upon request of the City.
16 B. Mounting options
17 a. Skids
18 b. Posts
19 c. Barricade
20 3.5 REPAIR / RESTORATION [NOT USED]
21 3.6 RE -INSTALLATION [NOT USED]
22 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
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
29 A. General
30 1. Maintenance will include painting and repairs as needed or directed by the City.
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
33
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 58 13 -3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
017000-1
MOBILIZATION AND REMOBILIZATION
Page 1 of 3
1 SECTION 01 70 00
2 MOBILIZATION AND REMOBILIZATION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 2. Mobilization and Demobilization
7 a. Mobilization:
8 1) Transportation of Contractor's personnel, equipment, and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor's operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor's personnel, equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor's operation
16 from one location to another location on the Site.
17 b. Demobilization:
18 1) Transportation of Contractor's personnel, equipment, and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 3. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization:
29 a) Transportation of Contractor's personnel, equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization:
35 a) Transportation of Contractor's personnel, equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor's
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
45 a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
01 70 00 - 2
MOBILIZATION AND REMOBILIZATION
Page 2 of 3
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel, equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work 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 Work
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 Work Order.
19 B. Deviations from City of Fort Worth Standards
20 2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 1.2 PRICE AND PAYMENT PROCEDURES
25 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 Work 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 Remobilization" 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 1.1.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
01 7000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
1 2) No payments will be made for standby, idle time, or lost profits associated
2 with this Item.
3 5. Mobilizations and Demobilizations for Miscellaneous Projects
4 a. Measurement
5 1) Measurement for this Item shall be for each Mobilization and
6 Demobilization required by the Contract Documents
7 b. Payment
8 1) The Work performed in accordance with this Item will be paid for at the
9 unit price per each "Work Order Mobilization" in accordance with
10 Contract Documents. Demobilization shall be considered subsidiary to
11 mobilization and shall not be paid for separately.
12 c. The price shall include
13 1) Mobilization as described in Section 1.1.A.3.a.1)
14 2) Demobilization as described in Section 1.1.A.3.a.2)
15 3) No payments will be made for standby, idle time, or lost profits associated
16 this Item.
17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
18 a. Measurement
19 1) Measurement for this Item shall be for each Mobilization and
20 Demobilization required by the Contract Documents
21 b. Payment
22 1) The Work performed in accordance with this Item will be paid for at the
23 unit price per each "Work Order Emergency Mobilization" in accordance
24 with Contract Documents. Demobilization shall be considered subsidiary
25 to mobilization and shall not be paid for separately.
26 c. The price shall include
27 1) Mobilization as described in Section 1.1.A.4.a)
28 2) Demobilization as described in Section 1.1.A.3.a.2)
29 3) No payments will be made for standby, idle time, or lost profits associated
30 this Item.
31 1.3 TO 1.12 [NOT USED]
32 PART 2 - PRODUCTS [NOT USED]
33 PART 3 - EXECUTION [NOT USED]
34
35
36
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06J
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
3 PART 1 - GENERAL
4 1.1 SUMMARY
SECTION 01 71 23
CONSTRUCTION STAKING
017123-1
CONSTRUCTION STAKING
Page 1 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 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Construction Stakes
19 1. 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 3. 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 from the payment due to the
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 FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 71 23 -2
CONSTRUCTION STAKING
Page 2 of 3
1 1.6 ACTION SUBMITTALS/INFORMATIONAL 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
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
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 Work.
15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WARRANTY [NOT USED]
18 PART 2 - PRODUCTS [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PREPARATION
23 A. Verify location and protect control points before commencing Work.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
25 3.4 APPLICATION [NOT USED]
26 3.5 REPAIR / RESTORATION [NOT USED]
27 3.6 RE -INSTALLATION [NOT USED]
28 3.7 FIELD loR] 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 71 23 - 3
CONSTRUCTION STAKING
Page 3 of 3
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
9
10
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
017423-1
CLEANING
Page 1 of 4
1 SECTION 01 74 23
2 CLEANING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
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:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
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 loR] 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 I. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing 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 FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
017423-3
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 Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on -site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste 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 areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or 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.
32 6. Replace all burned out lamps.
33 7. 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.
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 74 23 - 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 USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
9
10
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1 SECTION 01 77 19
2 CLOSEOUT REQUIREMENTS
3 PART 1- GENERAL
4 1.1 SUMMARY
5
6
A. Section Includes:
1. The procedure for closing out a contract
017719-1
CLOSEOUT REQUIREMENTS
Page 1 of 3
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C, Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. 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 to the City.
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
01 77 19 -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 [NOT 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 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
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 Work is defective or incomplete.
21 2. 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
01 77 19 -3
CLOSEOUT REQUIREMENTS
Page 3 of 3
1 D. Notice of Project Completion
2 1. Once the City Project Representative finds the Work subsequent to Final Inspection
3 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
4 E. Supporting Documentation
5 1. Coordinate with the City Project Representative to complete the following
6 additional forms:
7 a. Final Payment Request
8 b. Statement of Contract Time
9 c. Affidavit of Payment and Release of Liens
10 d. Consent of Surety to Final Payment
11 e. Pipe Report (if required)
12 f. Contractor's Evaluation of City
13 g. Performance Evaluation of Contractor
14 F. Letter of Final Acceptance
15 1. Upon review and acceptance of Notice of Project Completion and Supporting
16 Documentation, in accordance with General Conditions, City will issue Letter of
17 Final Acceptance and release the Final Payment Request for payment.
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE -INSTALLATION [NOT USED]
20 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROTECTION [NOT USED]
26 3.13 MAINTENANCE [NOT USED]
27 3.14 ATTACHMENTS [NOT USED]
28 END OF SECTION
29
30
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
017839-1
PROJECT RECORD DOCUMENTS
Page I of 5
1 SECTION 01 78 39
2 PROJECT RECORD DOCUMENTS
3 PART 1- GENERAL
4 1.1 SUMMARY
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 from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1— General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [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,
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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 1. 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]
22 2.2 RECORD DOCUMENTS
23 A. Job set
24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
25 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
26 B. Final Record Documents
27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
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PROJECT RECORD DOCUMENTS
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 [NOT USED]
7 3.4 MAINTENANCE DOCUMENTS
8 A. Maintenance of Job Set
9 1. Immediately upon receipt of the job set, identify each of the 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 3. Coordination with Construction Survey
20 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23,
21 clearly mark any deviations from Contract Documents associated with
22 installation of the infrastructure.
23 4. Making entries on Drawings
24 a. Record any deviations from Contract Documents.
25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
26 change by graphic line and note as required.
27 c. Date all entries.
28 d. Ca11 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) However, design of future modifications of the facility may require
38 accurate information 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.
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1 1) Final physical arrangement is determined by the Contractor, subject to the
2 City's approval.
3 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
4 ceiling plenum", "exposed", and the like).
5 3) Make all identification sufficiently descriptive that it may be related
6 reliably to the Specifications.
7 c. The City may waive the requirements for conversion of schematic layouts
8 where, in the City's judgment, conversion serves no useful purpose. However,
9 do not rely upon waivers being issued except as specifically issued in writing
10 by the City.
11 B. Final Project Record Documents
12 1. Transfer of data to Drawings
13 a. Carefully transfer change data shown on the job set of Record Drawings to the
14 corresponding final documents, coordinating the changes as required.
15 b. Clearly indicate at each affected detail and other Drawing a full description of
16 changes made during construction, and the actual location of items.
17 c. Call attention to each entry by drawing a "cloud" around the area or areas
18 affected.
19 d. Make changes neatly, consistently and with the proper media to assure
20 longevity and clear reproduction.
21 2. Transfer of data to other Documents
22 a. If the Documents, other than Drawings, have been kept clean during progress of
23 the Work, and if entries thereon have been orderly to the approval of the City,
24 the job set of those Documents, other than Drawings, will be accepted as final
25 Record Documents.
26 b. If any such Document is not so approved by the City, secure a new copy of that
27 Document from the City at the City's usual charge for reproduction and
28 handling, and carefully transfer the change data to the new copy to the approval
29 of the City.
30 3.5 REPAIR / RESTORATION [NOT USED]
31 3.6 RE -INSTALLATION [NOT USED]
32 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
33 3.8 SYSTEM STARTUP [NOT USED]
34 3.9 ADJUSTING [NOT USED]
35 3.10 CLEANING [NOT USED]
36 3.11 CLOSEOUT ACTIVITIES [NOT USED]
37 3.12 PROTECTION [NOT USED]
38 3.13 MAINTENANCE [NOT USED]
39 3.14 ATTACHMENTS [NOT USED]
40 END OF SECTION
CITY OF FORT WORTH
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Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
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PAVING REMOVAL
Page 1 of 6
1 SECTION 02 41 15
2 PAVING REMOVAL
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A, Section Includes
6 1. 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. None
14 C. Related Specification Sections include but are not necessarily limited to
15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
16 Contract.
17 2. Division 1 - General Requirements
18 3. Section 32 11 33 - Cement Treated Base Course
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Measurement
22 a. Remove Concrete Paving: measure by the square yard from back-to-back of
23 curbs,
24 b. Remove Asphalt Paving: measure by the square yard between the lips of
25 gutters.
26 c. Remove Brick Paving: measure by the square yard.
27 d. Remove Concrete Curb and Gutter: measure by the linear foot.
28 e. Remove Concrete Valley Gutter: measure by the square yard
29 f. Wedge Milling: measure by the square yard for varying thickness.
30 g. Surface Milling: measure by the square yard for varying thickness.
31 h. Butt Milling: measured by the linear foot.
32 i. Pavement Pulverization: measure by the square yard.
33 j. Remove Speed Cushion: measure by each.
34 2. Payment
35 a. Remove Concrete Paving: full compensation for saw cutting, removal, hauling,
36 disposal, tools, equipment, labor and incidentals needed to execute work,
37 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
38 disposal, tools, equipment, labor and incidentals needed to execute work.
39 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging,
40 cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
41 execute work.
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PAVING REMOVAL
Page 2 of 6
1 d. 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 of the undercut material.
20 j. 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-lbf/ft3 (600 kN-m/m3))
CITY OF FORT WORTH
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PAVING REMOVAL
Page 3 of 6
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
2 1.5 SUBMITTALS [NOT USED]
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
4 1.7 CLOSEOUT SUBMITTALS [NOT USED]
5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE [NOT USED]
7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2 - 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.
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PAVING 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 3.4.B.
9 2. Remove concrete to the nearest expansion joint or vertical saw cut.
10 D. Remove Concrete Curb and Gutter
11 1. Sawcut: See 3.4.B.
12 2. Minimum limits of removal: 30 inches in length.
13 E. Remove Asphalt Paving
14 1. Sawcut: See 3.4.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 to the 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 width 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, all 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.
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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 of 2 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 H.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 butt joints,
23 consult with the City for proper location and limits of these joints.
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 1. 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 11 33.
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 11 33.
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PAVING REMOVAL
Page 6 of 6
1 3. Mixing: see Section 32 11 33.
2 4. Compaction: see Section 32 11 33.
3 5. Finishing: see Section 32 11 33.
4 6. Curing: see Section 32 11 33.
5 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed
6 stone/gravel:
7 a. Undercut not required
8 b. Pulverize 10 inches deep.
9 c. Remove 2-inch the total pulverized amount.
10 I. Remove speed cushion
11 1. Scrape or sawcut speed cushion from existing pavement without damaging existing
12 pavement.
13 3.5 REPAIR [NOT USED]
14 3.6 RE -INSTALLATION [NOT USED]
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
24
25
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
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UNCLASSIFIED EXCAVATION
Page 1 of 4
1 SECTION 31 23 16
2 UNCLASSIFIED EXCAVATION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Excavate areas as shown on the Drawings or as directed, Removal of materials
7 encountered to the lines, grades, and typical sections shown on the Drawings and
8 removal from site. Excavations may include construction of
9 a. Roadways
10 b. Drainage Channels
11 c. Site Excavation
12 d. Excavation for Structures
13 e. Or any other operation evolving the excavation of on -site materials.
14 B. Deviations from this City of Fort Worth Standard Specification
15 1 None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 — General Requirements
19 3. Section 31 24 00 — Embankments
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 1. Measurement
23 a. Measurement for this Item shall be by the cubic yard in its final position using
24 the average end area method. Limits of measurement is shown on the Drawings
25 b. When measured by the cubic yard in its final position, this is a plans quantity
26 measurement Item. The quantity to be paid is the quantity shown in the
27 proposal, unless modified by Article 11.04 of the General Conditions.
28 Additional measurements or calculations will be made if adjustments of
29 quantities are required.
30 2. Payment
31 a. The work performed and materials furnished in accordance with this Item and
32 measured as provided under "Measurement" will be paid for at the unit price
33 bid per cubic yard of "Unclassified Excavation". No additional compensation
34 will be allowed for rock or shrinkage or swell factors as these are the
35 Contractor's responsibility.
36 3. The price bid shall include:
37 a. Excavation
38 b. Excavation Safety
39 c. Drying
40 d. Dust Control
41 e. Reworking or replacing the over excavated material in rock cuts
CITY OF FORT WORTH
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UNCLASSIFIED EXCAVATION
Page 2 of 4
1 f. Hauling
2 g. Disposal of excess material not used elsewhere onsite
3 h. Scarification
4 i. Clean-up
5 1.3 REFERENCES [NOT USED]
6 A. Definitions
7 1. Unclassified Excavation — Without regard to materials, all excavations shall be
8 considered unclassified and shall include all materials excavated. Any reference to
9 Rock or other materials on the Drawings or in the specifications is solely for the
10 City and the Contractor's information and is not to be taken as a classification of
11 the excavation.
12 1.4 ADMINSTRATIVE REQUIREMENTS
13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
14 01.
15 1.5 SUBMITTALS [NOT USED]
16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
17 1.7 CLOSEOUT SUBMITTALS [NOT USED]
18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE
20 A. Excavation Safety
21 1. The Contractor shall be solely responsible for making all excavations in a safe
22 manner.
23 2. All excavation and related sheeting and bracing shall comply with the requirements
24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
25 1.10 DELIVERY, STORAGE, AND HANDLING
26 A. Storage
27 1. Within Existing Rights -of -Way (ROW)
28 a. Soil may be stored within existing ROW, easements or temporary construction
29 easements, unless specifically disallowed in the Contract Documents.
30 b. Do not block drainage ways, inlets or driveways.
31 c. Provide erosion control in accordance with Section 31 25 00.
32 d. When the Work is performed in active traffic areas, store materials only in
33 areas barricaded as provided in the traffic control plans.
34 e. In non -paved areas, do not store material on the root zone of any trees or in
35 landscaped areas.
36 2. Designated Storage Areas
37 a. If the Contract Documents do not allow the storage of spoils within the ROW,
38 easement or temporary construction easement, then secure and maintain an
39 adequate storage location.
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2
3
4
5 1.11
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UNCLASSIFIED EXCAVATION
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b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Provide erosion control in accordance with Section 31 25 00.
d. Do not block drainage ways.
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]
13 PART 2 - PRODUCTS [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 ML, MH, PT, OL or OH in accordance with ASTM
19 D2487
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION [NOT USED]
24 3.4 CONSTRUCTION
A.
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 properly dispose according to disposal plan.
31 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
32 proposed or existing structures.
33 E. Correct any damage to the subgrade caused by weather, at no additional cost to the
34 City.
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UNCLASSIFIED EXCAVATION
Page 4 of 4
1 F. 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 2. 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 31 24 00 to replace the over excavated at no additional
14 cost to City.
15 3. Manipulate and compact subgrade in accordance with Section 31 24 00.
16 3.5 REPAIR [NOT USED]
17 3.6 RE -INSTALLATION [NOT USED]
18 3.7 FIELD QUALITY CONTROL
19 A. Subgrade Tolerances
20 1. Excavate to within 0.1 foot in all directions.
21 2. In areas of over excavation, Contractor provides fill material approved by the City
22 at no 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]
30
31
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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2
3 PART 1 - GENERAL
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 7
SECTION 32 11 33
CEMENT TREATED BASE COURSES
4 1.1 SUMMARY
5 A. Section Includes
6 1. Treating subgrade, subbase and base courses by the pulverization, addition of
7 cement, mixing and compacting the mix material to the required density.
8 2. Item applies to the natural ground, embankment, existing pavement, base or
9 subbase courses placed and shall conform to the typical section, lines and grades
10 shown on the plans.
11 B. Deviations from City of Fort Worth Standards
12 1. None
13 C. Related Specification Sections include but are not necessarily limited to
14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
15 2. Division 1 - General Requirements
16 3. Section 32 11 26 - Flexible Base Courses
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Measurement
20 a. Cement: measure by the ton (dry weight).
21 b. Cement Treatment
22 1) Measure by the square yard of surface area.
23 2) The dimensions for determining the surface area is established by the
24 widths shown on the plans and the lengths measured at placement.
25 2. Payment
26 a. Cement: paid for at the unit price bid and full compensation for:
27 1) furnishing the material
28 2) all freight involved
29 3) all unloading, storing, and handling
30 b. Cement Treatment: based on the work performed and placed and includes full
31 compensation for:
32 1) pulverizing or providing the soil material;
33 2) handling, hauling and spreading dry or slurry cement;
34 3) mixing the cement with the soil either in -place or in a mixing plant;
35 4) furnishing, hauling and mixing water with the soil -cement mixture;
36 5) spreading and shaping the mixture; compacting the mixture, including all
37 rolling required for compaction;
38 6) surface finishing;
39 7) water and sprinkling;
40 8) curing;
41 9) and for all manipulation, labor, equipment, appliances, tools and incidentals
42 necessary to complete the work.
CITY OF FORT WORTH
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CEMENT TREATED BASE COURSES
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
8 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of
9 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
10 3. Texas Department of Transportation (TxDOT)
11 a. Tex-101-E, Preparing soil and flexible base materials for testing
12 b. Tex-I40-E, Measuring thickness of paving layers
13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
14 1.5 ACTION SUBMITTALS [NOT USED]
15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
16 1.7 CLOSEOUT SUBMITTALS [NOT USED]
17 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED]
18 1.9 QUALITY ASSURANCE [NOT USED]
19 1.10 DELIVERY, STORAGE, AND HANDLING
20 A. Truck Delivered Cement
21 1. Each truck 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.
29 1.12 WARRANTY [NOT USED]
30 PART 2 - PRODUCTS
31 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
32 2.2 MATERIALS
33 A. General
34 1. Furnish uncontaminated 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.
37 3. Obtain verification from the City that the specification requirements are met before
38 using the sources.
CITY OF FORT WORTH
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1 4. The City may sample and test project materials at any time before compaction.
2 B. Cement: ASTM C150 Type 1, II or IP.
3 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32
4 11 26 for the type and grade shown on the plans, before the addition of 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 A. General
16 1. Produce a completed course of treated material containing:
17 a. uniform Portland cement mixture, free from loose or segregated areas.
18 b. uniform density and moisture content.
19 c. well bound for full depth.
20 d. with smooth surface and suitable for placing subsequent courses.
21 2. Maximum layer depth of cement treatment in single layer: 8 inches.
22 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
23 compact and finish in equal layers not exceeding 5 inches deep.
24 B. Equipment
25 1. Provide machinery, tools, and equipment necessary for proper execution of the
26 work.
27 2. Rollers:
28 a. The CONTRACTOR may use any type of roller to meet the production rates
29 and quality requirements of the Contract unless otherwise shown on the plans
30 or directed.
31 b. When specific types of equipment are required, use equipment that meets the
32 specified requirements.
33 c. Alternate Equipment.
34 1) Instead of the specified equipment, the CONTRACTOR may, as approved,
35 operate other compaction equipment that produces equivalent results.
36 2) Discontinue the use of the alternate equipment and furnish the specified
37 equipment if the desired results are not achieved.
38 d. City may require CONTRACTOR to substitute equipment if production rate
39 and quality requirements of the Contract are not met.
40 3. Slurry Equipment.
41 a. Use slurry tanks equipped with agitation devices for cement application.
CITY OF FORT WORTH
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Page4of7
1 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 1 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.
17 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 cement 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 3. 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 with Tex 101 E, Part III, to determine compliance with the gradation
38 requirements in Table 1.
CITY OF FORT WORTH
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CEMENT TREATED BASE COURSES
Page 5 of 7
1 Table 1
2 Gradation Requirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
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 11. 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 CONTRACTOR 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 surface 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 to the completed work.
42 H. Finishing
CITY OF FORT WORTH
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CEMENT TREATED BASE COURSES
Page 6 of 7
1 1. After completing compaction of the final course, clip, skin, or tight -blade the
2 surface of the cement -treated material with a maintainer 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 3. 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. Add small 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.
10 5. Surface compaction and finishing shall proceed in such a manner as to produce, in
11 not more than 2-hours, a smooth, closely knit 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 of the cement modified soil has been compacted, it
14 shall be brought to the required lines and grades in accordance with the typical
15 sections.
16 7. The completed section shall then be finished by rolling with a pneumatic tire or
17 other suitable roller sufficiently to create micro cracking.
18 I. 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 optimum.
23 2. 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]
1 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 D6938.
40 3. Spacing directed by City (1 per block minimum).
41 4. City Project Representative determines density testing locations.
42 B. Depth Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
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CEMENT TREATED BASE COURSES
1 1. Take minimum of one core per 500 linear feet per each direction of travel
2 staggering test location in each lane to determine in -place depth.
3 2. City Project Representative determines depth testing locations.
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]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Page 7 of 7
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2
3 PART 1 - GENERAL
SECTION 32 12 16
ASPHALT PAVING
321216-1
ASPHALT PAVING
Page 1 of 23
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 1 - 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. H.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. H.M.A.C. Pavement Level Up: measure by the ton of completed and accepted
24 in its final position.
25 e. H.M.A.C. Speed Cushion: measure by each completed and accepted in its final
26 position.
27 2. Payment: Based on the work performed and all materials furnished and subsidiary
28 work and materials include:
29 a. shaping and fine grading the roadbed
30 b. furnishing, loading and unloading, storing, hauling and handling all materials
31 including all freight and royalty
32 c. traffic control for all testing
33 d. asphalt, aggregate, and additive
34 e. materials and work needed for corrective action,
35 f. equipment, labor, tools
36 g. trial batches,
37 h. tack coat,
38 i. removal and/or sweeping excess material.
CITY OF FORT WORTH
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ASPHALT PAVING
Page 2 of 23
1.3 REFERENCES
2 A. Abbreviations and Acronyms
3 1. RAP (reclaimed asphalt pavement)
4 2. SAC (surface aggregate classification)
5 3. BRSQC (Bituminous Rated Source Quality Catalog)
6 4. AQMP (Aggregate Quality Monitoring Program)
7 5. H.M.A.C. (Hot Mix Asphalt Concrete)
8 6. WMA (Warm Mix Asphalt)
9 B. Reference Standards
10 1. Reference standards cited in this specification refer to the current reference standard
11 published at the time of the latest revision date logged at the end of this
12 specification, unless a date is specifically cited.
13 2. National Institute of Standards and Technology (NIST)
14 a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical
15 Requirements for Weighing and Measuring Devices
16 3. ASTM International (ASTM):
17 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous
18 Materials by Ductilometer
19 4. American Association of State Highway and Transportation Officials
20 a. MP2 Standard Specification for Superpave Volumetric Mix Design
21 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
22 (HMA)
23 c. T 201, Kinematic Viscosity of Asphalts (Bitumens)
24 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
25 Viscometer
26 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
27 Using Rotational Viscometer
28 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
29 Binder Using the Bending Beam Rheometer (BBR)
30 5. Texas Department of Transportation
31 a. Bituminous Rated Source Quality Catalog (BRSQC)
32 b. TEX 100-E, Surveying and Sampling Soils for Highways
33 c. Tex 106-E, Calculating the Plasticity Index of Soils
34 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils
35 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
36 f. Tex 203-F, Sand Equivalent Test
37 g. Tex-204-F, Design of Bituminous Mixtures
38 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures
39 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse
40 Aggregates
41 j. Tex-226-F, Indirect Tensile Strength Test
42 k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures
43 1. Tex-243-F, Tack Coat Adhesion
44 m. Tex-244-F, Thermal profile of Hot Mix Asphalt
45 n. Tex 280-F, Determination of Flat and Elongated Particles
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ASPHALT PAVING
Page 3 of 23
1 o. Tex 406-A, Material Finer Than 75 µm (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 410-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, Determining Crushed Face Particle Count
7 t. Tex 461-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
1 I 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-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
15 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
16 1.4 ADMINISTRATIVE REQUIREMENTS [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.1.
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 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 Temperatures
Originally Specified High
Temperature Binder
Grade
PG64 or lower
PG 70
PG 76 or higher
Minimum Pavement Surface Temperatures in
Degrees Fahrenheit
Subsurface Layers or Surface Layers Placed in
Night Paving Operations Daylight Operations
45 150
551 1601
601 1601
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ASPHALT PAVING
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1 I. Contractors may pave at temperatures 10°F lower than the values shown in Table 1
2 when utilizing a paving process including WMA or equipment that eliminates thermal
3 segregation. In such cases, the contractor must use either a hand held thermal camera
4 or a hand held infrared thermometer operated in accordance with Tex-244-F to
5 demonstrate to the satisfaction of the City that the uncompacted mat has no more than
6 10° F of thermal segregation.
7
8 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
9 and moisture conditions of the roadway surface are suitable in the opinion of the
10 City.
11
12 1.12 WARRANTY [NOT USED]
13 PART 2 - PRODUCTS
14 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
15 2.2 MATERIALS
16 A. General:
17 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
18 the plans and specifications.
19 2. Notify the City of all material sources.
20 3. Notify the City before changing any material source or formulation.
21 4. When the CONTRACTOR makes a source or formulation change, the City will
22 verify that the requirements of this specification are met and may require a new
23 laboratory mixture design, trial batch, or both.
24 5. The City may sample and test project materials at any time during the project to
25 verify compliance.
26 6. The depth of the compacted lift should be at least two times the nominal maximum
27 aggregate size.
28 B. Aggregate.
29 1. General:
30 a. Furnish aggregates from sources that conform to the requirements shown in
31 Table 1, and as specified in this Section, unless otherwise shown on the plans.
32 b. Provide aggregate stockpiles that meet the definition in this Section for either
33 coarse aggregate or fine aggregate.
34 c. When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
35 stockpiles in accordance with this Section.
36 d. Aggregate from RAP is not required to meet Table 2 requirements unless
37 otherwise shown on the plans.
38 e. Supply mechanically crushed gravel or stone aggregates that meet the
39 definitions in Tex 100 E.
40 f. Samples must be from materials produced for the project.
41 g. The City will establish the surface aggregate classification (SAC) and perform
42 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
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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 1. Determine aggregate gradations for mixture design and production testing
8 based on the washed sieve analysis given in Tex 200 F, Part II.
9
Table 2
Aggregate Quality Requirements
Property I Test Method ! Requirement
Coarse Aggregate
SAC AQMP As shown on plans
Deleterious material, percent, max Tex-217-F, Part I 1.5
Decantation, percent, max Tex-217-F, Part II 1.5
Micro-Deval abrasion, percent, max Tex-461-A Note 1
Los Angeles abrasion, percent, max Tex-410-A 40
Magnesium sulfate soundness, 5 cycles, percent, max Tex-411-A 302
Coarse aggregate angularity, 2 crushed faces, Tex 460 A, Part I 853
percent, min
Flat and elongated particles @ 5:1, percent, max Tex-280-F 10
Fine Aggregate
Linear shrinkage, percent, max ( Tex-107-E I 3
Combined Aggregate
Sand equivalent, percent, min I Tex-203-F 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.
3. Unless otherwise shown on the plans. Only applies to crushed gravel.
10 m. Coarse Aggregate.
11 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 and/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.
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Page 6 of 23
1 9) When blending, do not use Class C or D aggregates.
2 10) For blending purposes, coarse aggregate from RAP will be considered as
3 Class B aggregate.
4 11) Provide coarse aggregate with at least the minimum SAC shown on the
5 plans.
6 12) SAC requirements apply only to aggregates used on the surface of travel
7 lanes, unless otherwise shown on the plans,
8 n. RAP is salvaged, milled, pulverized, 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 I.
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.
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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 1 for coarse
3 aggregate angularity (Tex-460-A) and flat and elongated particles
4 (Tex-280-F).
Table 3
Gradation Requirements for Fine Aggregate
percent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
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-E; and meets the gradation requirements in Table 4.
14
15
Table 4
Gradation Requirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 1 100
#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 -Graded Binders. PG binders must be smooth and homogeneous,
22 show no separation when tested in accordance with Tex-540-C, and meet
23 Table 5 requirements.
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PG 58
Property and Test Method -22 -28 I -34
Average 7-day max pavement design
temperature, °CI < 58
>- >- >-
Min pavement design temperature, °CI 22 28 34
Table 5
Performance -Graded Binders
Performance Grade
PG 64 PG 70
-16 I -22 -28 I -34 -16 ( -22 -28 -34 -16
>-
16
< 64 < 70
>-
22
>-
28
>- >-
34 16
>-
22
ORIGINAL BINDER
Flash point, T 48, Min, °C 230
Viscosity, T 316:2' 3
Max, 3.0 Paxs, test temperature, °C 135
Dynamic shear, T 315:4
G*/sin(d), Min, 1.00 kPa
Test temperature @ 10 rad/sec., °C
Elastic recovery, D 6084, 50°F, percent
Min
58
>-
28
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PG76 PG82
-22 I -28 -34 -16 I -22 I -28
<76 <82
>- >- >- >- >- >- >- >-
34 16 22 28 34 16 22 28
64 70 76 82
30 — — 30 50 — 30 50
ROLLING THIN-FILM OVEN (Tex-541-C)
Mass loss, Tex-541-C, Max, percent 1
Dynamic shear, T 315:
G*/sin(d), Min, 2.20 kPa 58
Test temperature @ 10 rad/sec., °C
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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60 30
50
60
70 50
60
64 70 76 82
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70
Property and Test Method
PAV aging temperature, °C
Dynamic shear, T 315:
G*/sin(d), Max, 5000 kPa
Test temperature @ 10 rad/sec., °C
Creep stiffness, T 313:3, 6
S, max, 300 MPa,
m-value, min, 0.300
Test temperature @ 60 sec., °C
Direct tension, T 314:6
Failure strain, min, 1.0 percent
Test temperature @ 1.0 mm/min., °C
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Table 5 (continued)
Performance -Graded Binders
Performance Grade
PG 58 PG 64 PG 70 PG 76 PG 82
-22 1 -28 1 -34 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 1 -22 I -28
PRESSURE AGING VESSEL (PAV) RESIDUE (R 28)
100
25 22 19 28 25 22 19 28 25 22 19 28 25 22 19 28 25 22
- 12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18
- 12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18
1. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department -supplied computer program, may be provided by the Department, or by following the procedures
outlined in AASHTO MP 2 and PP 28.
2. This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable
safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary
(T 201 or T 202) or rotational viscometry (T 316).
3. Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally,
significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for
addressing any constructability issues that may arise.
4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d) at test
temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316).
5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use.
6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead of the creep stiffness
requirement. The m-value requirement must be satisfied in both cases.
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1
2 b. Separation testing is not required if:
3 1) a modifier is introduced separately at the mix plant either by injection in the
4 asphalt line or mixer,
5 2) the binder is blended on site in continuously agitated tanks, or binder
6 acceptance is based on field samples taken from an in -line sampling port at
7 the hot mix plant after the addition of modifiers.
8 5. Tack Coat:
9 a. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-1H, or a
10 PG binder with a minimum high -temperature grade of PG 58 for tack coat
11 binder in accordance with Section 2.2.A.5.
12 6. Additives.
13 a. General:
14 1) When shown on the plans, use the type and rate of additive specified.
15 2) Other additives that facilitate mixing or improve the quality of the mixture
16 may be allowed when approved.
17 b. Liquid Antistripping Agent.
18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt
19 concrete paving mixtures and asphalt -stabilized base mixtures to meet
20 moisture resistance testing requirements.
21 2) Provide a liquid antistripping agent that is uniform and shows no evidence
22 of crystallization, settling, or separation.
23 3) Ensure that all liquid antistripping agents arrive in:
24 a) properly labeled and unopened containers, as shipped from the
25 manufacturer, or
26 b) sealed tank trucks with an invoice to show contents and quantities.
27 c) Provide product information to the City including:
28 (1) Material safety data sheet
29 (2) Specific gravity of the agent at the manufacturer's recommended
30 addition temperature,
31 (3) Manufacturer's recommended dosage range, and
32 (4) Handling and storage instructions.
33 4) Addition of lime or a liquid antistripping agent at the Mix Plant,
34 incorporate into the binder as follows:
35 a) Handle in accordance with the manufacturer's recommendations.
36 b) Add at the manufacturer's recommended addition temperature.
37 c) Add into the asphalt line by means of an in -line -metering device.
38 c. Liquid Asphalt Additive Meters.
39 1) Provide a means to check the accuracy of meter output for asphalt primer,
40 fluxing material, and liquid additives.
41 2) Furnish a meter that reads in increments of 0.1 gal. or less.
42 3) Verify accuracy of the meter in accordance with Tex-923-K.
43 4) Ensure the accuracy of the meter within 5.0 percent.
44 7. Mixes
45 a. Design Requirements:
46 1) Unless otherwise shown on the plans, use the typical weight design
47 example given in Tex-204-F, Part I, to design a mixture meeting the
48 requirements listed in Tables 2 through 8.
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1 2) Furnish the City with representative samples of all materials used in the
2 mixture design.
3 3) The City will verify the mixture design.
4 4) If the design cannot be verified by the City, furnish another mixture design.
5
Table 6
Master Gradation Bands ( percent Passing by Weight or Volume)
and Volumetric Properties
Sieve B C D
Size Fine Coarse Fine
Base Surface Surface
1-1/2" —
1" 98.0-100.0
3/4" 84.0-98.0 95.0-100.0 —
1/2" — — 98.0-100.01
3/8" 60.0-80.0 70.0-85.0 85.0-100.01
#4 40.0-60.0 43.0-63.0 50.0-70.0
#8 29.0-43.0 32.0-44.0 35.0-46.01
#30 13.0-28.0 14.0-28.0 15.0-29.0 1
#50 6.0-20.0 7.0-21.0 7.0-20.0
#200 2.0-7.0 2.0-7.0 2.0-7.0
Design VMA', percent Minimum
1 13.0 1 14.0 1 15.0
Plant -Produced VMA, percent Minimum
1 12.0 1 13.0 1 14.0
1. Voids in Mineral Aggregates.
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 8. Warm Mix Asphalt (WMA)
21 a. WMA is defined as additives or processes that allow a reduction in the
22 temperature at which asphalt mixtures are produced and placed.
23 b. WMA is allowed for use at the CONTRACTOR's option unless otherwise
24 shown on the plans.
25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and
26 275 degrees F.
Table 7
Laboratory Mixture Design Properties
Property Test Requirement
Method
Target laboratory -molded density, percent Tex-207-F 96.0'
Tensile strength (dry), psi (molded to 93 Tex 226 F 85-2002
percent ±1 percent density)
Boil testa Tex-530-C —
1. Unless otherwise shown on the plans.
2. May exceed 200 psi when approved and may be waived when approved.
3. Used to establish baseline for comparison to production results. May be waived when
approved.
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1 d. When WMA is not required as shown on plans, produce an asphalt mixture
within the temperature range of 215 degrees F and 275 degrees
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION
10 A. Hauling Operations
11 1. Before use, clean all truck beds to ensure mixture is not contaminated.
12 2. When a release agent is necessary to coat truck beds, use a release agent approved
13 by the City.
14 3. Petroleum based products, such as diesel fuel, should not be used.
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 to take 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.
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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 NIST 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 being 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.
2 I 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-921-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 1 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;
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1 f) belt scales, weigh box, or other approved devices to measure the weight
2 of the combined aggregate; and
3 g) cold aggregate bin flow indicators that automatically signal interrupted
4 material flow.
5 b. Reclaimed Asphalt Pavement (RAP) Feed System.
6 1) Provide a separate system to weigh and feed RAP into the hot mix plant.
7 c. Mineral Filler Feed System.
8 1) Provide a closed system for mineral filler that maintains a constant supply
9 with minimal loss of material through the exhaust system.
10 2) Interlock the measuring device into the automatic plant controls to
11 automatically adjust the supply of mineral filler to plant production and
12 provide a consistent percentage to the mixture.
13 d. Heating, Drying, and Mixing Systems.
14 1) Provide:
15 a) a dryer or mixing system to agitate the aggregate during heating;
16 b) a heating system that controls the temperature during production to
17 prevent aggregate and asphalt binder damage;
18 c) a heating system that completely burns fuel and leaves no residue; and
19 d) a recording thermometer that continuously measures and records the
20 mixture discharge temperature.
21 e) Dust collection system to collect excess dust escaping from the drum.
22 e. Asphalt Binder Equipment.
23 I) Supply equipment to heat binder to the required temperature.
24 2) Equip the heating apparatus with a continuously recording thermometer
25 located at the highest temperature point.
26 3) Produce a 24 hour chart of the recorded temperature.
27 4) Place a device with automatic temperature compensation that accurately
28 meters the binder in the line leading to the mixer.
29 5) Furnish a sampling port on the line between the storage tank and mixer.
30 Supply an additional sampling port between any additive blending device
31 and mixer.
32 f. Mixture Storage and Discharge.
33 1) Provide a surge -storage system to minimize interruptions during operations
34 unless otherwise approved.
35 2) Furnish a gob hopper or other device to minimize segregation in the bin.
36 3) Provide an automated system that weighs the mixture upon discharge and
37 produces a ticket showing:
38 a) date,
39 b) project identification number,
40 c) plant identification,
41 d) mix identification,
42 e) vehicle identification,
43 f) total weight of the load,
44 g) tare weight of the vehicle,
45 h) weight of mixture in each load, and
46 i) load number or sequential ticket number for the day.
47 g. Truck Scales.
48 1) Provide standard platform scales at an approved location.
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1 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
2 "Drum -Mix Plants," except as required below.
3 a. Screening and Proportioning.
4 1) Provide enough hot bins to separate the aggregate and to control
5 proportioning of the mixture type specified.
6 a) Supply bins that discard excessive and oversized material through
7 overflow chutes.
8 b) Provide safe access for inspectors to obtain samples from the hot bins.
9 b. Aggregate Weigh Box and Batching Scales.
10 1) Provide a weigh box and batching scales to hold and weigh a complete
I 1 batch of aggregate.
12 2) Provide an automatic proportioning system with low bin indicators that
13 automatically stop when material level in any bin is not sufficient to
14 complete the batch.
15 c. Asphalt Binder Measuring System.
16 1) Provide bucket and scales of sufficient capacity to hold and weigh binder
17 for 1 batch.
18 d. Mixer.
19 1) Equipment mixers with an adjustable automatic timer that controls the dry
20 and wet mixing period and locks the discharge doors for the required
21 mixing period.
22 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
23 6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section
24 2.2.B.5. "Weigh -Batch Plants," except as specifically described below.
25 a. Aggregate Feeds.
26 1) Aggregate control is required at the cold feeds. Hot bin screens are not
27 required.
28 b. Surge Bins.
29 1) Provide 1 or more bins large enough to produce 1 complete batch of
30 mixture.
31 c. Hauling Equipment.
32 1) Provide trucks with enclosed sides to prevent asphalt mixture loss.
33 2) Cover each load of mixture with waterproof tarpaulins.
34 3) Before use, clean all truck beds to ensure the mixture is not contaminated.
35 4) When necessary, coat the inside truck beds with an approved release agent
36 from the City.
37 d. Placement and Compaction Equipment.
38 1) Provide equipment that does not damage underlying pavement.
39 2) Comply with laws and regulations concerning overweight vehicles.
40 3) When permitted, other equipment that will consistently produce satisfactory
41 results may be used.
42 7. Asphalt Paver.
43 a. General:
44 1) Furnish a paver that will produce a finished surface that meets longitudinal
45 and transverse profile, typical section, and placement requirements.
46 2) Ensure the paver does not support the weight of any portion of hauling
47 equipment other than the connection.
48 3) Provide loading equipment that does not transmit vibrations or other
49 motions to the paver that adversely affect the finished pavement quality.
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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 hand 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.
16 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.
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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 13. 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.
11 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 Tolerances.
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 information indicate, to the
38 satisfaction of the City, that the next mixture produced will be within Table 9
39 tolerances.
40 3. 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 mixture, nor in any case longer than 12 hours.
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ASPHALT PAVING
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1 4. Mixing and Discharge of Materials.
2 a. Notify the City of the 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 uniform 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. Hand -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 Compacted Lift Thickness and Required Core Height
Compacted Lift Thickness
Mixture Type Minimum Maximum
(in.) (in.)
B 2.00 3.00
C 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
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.
35 d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal
36 beam guard fence and structures.
37 e. Roll the tack coat with a pneumatic -tire roller when directed.
38 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive
39 properties.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
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ASPHALT PAVING
Page 19 of 23
1 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 Ibs/square yard.
8 10. General placement requirements.
9 a. Material should be delivered to maintain a relatively constant head of material
10 in front of the screed.
11 b. The hopper should never be allowed to empty 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 I. 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.
20 Table 10
21 Suggested Minimum Mixture Placement Temperature
High -Temperature Minimum Placement
Binder Grade Temperature
(Before Entering Paver)
PG 64 or lower 260°F j
PG 70 270°F
PG 76 280°F
PG 82 or higher 290°F
22 F. Compaction.
23 1. Use air void control unless ordinary compaction control is specified on the plans.
24 2. Avoid displacement of the mixture. If displacement occurs, correct to the
25 satisfaction of the City.
26 3. Ensure pavement is fully compacted before allowing rollers to stand on the
27 pavement.
28 4. Unless otherwise directed, use only water or an approved release agent on rollers,
29 tamps, and other compaction equipment.
30 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
31 6. Unless otherwise directed, operate vibratory rollers in static mode when not
32 compacting, when changing directions, or when the plan depth of the pavement mat
33 is less than 1-1/2 inches.
34 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
35 and similar structures and in locations that will not allow thorough compaction with
36 the rollers.
37 8. The City may require rolling with a trench roller on widened areas, in trenches, and
38 in other limited areas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
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ASPHALT PAVING
Page 20 of 23
1 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
2 traffic unless otherwise directed.
3 10. When directed, sprinkle the finished mat with water or limewater to expedite
4 opening the roadway to traffic.
5 11. Air Void Control.
6 a. General.
7 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9
8 percent in -place air voids.
9 2) Do not increase the asphalt content of the mixture to reduce pavement air
10 voids.
11 b. Rollers.
12 1) Furnish the type, size, and number of rollers required for compaction, as
13 approved.
14 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on
15 the plans.
16 3) Use additional rollers as required to remove any roller marks.
17 c. Air Void Determination.
18 1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each
19 location selected by the City for in -place air void determination.
20 2) The City will measure air voids in accordance with Tex-207-F and
21 Tex-227-F.
22 3) Before drying to a constant weight, cores may be predried using a Corelok
23 or similar vacuum device to remove excess moisture.
24 4) The City will use the average air void content of the 2 cores to calculate the
25 in -place air voids at the selected location.
26 d. Air Voids Out of Range.
27 1) If the in -place air void content in the compacted mixture is below 5 percent
28 or greater than 9 percent, change the production and placement operations
29 to bring the in -place air void content within requirements.
30 e. Test Section.
31 1) Construct a test section of 1 lane -width and at most 0.2 mi. in length to
32 demonstrate that compaction to between 5 percent and 9 percent in -place
33 air voids can be obtained.
34 2) Continue this procedure until a test section with 5 percent to 9 percent in-
35 place air voids can be produced.
36 3) The City will allow only 2 test sections per day.
37 4) When a test section producing satisfactory in -place air void content is
38 placed, resume full production.
39 12. Ordinary Compaction Control.
40 a. Furnish the type, size, and number of rollers required for compaction, as
41 approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton
42 weight).
43 b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling
44 patterns that achieve maximum compaction.
45 c. Follow the selected rolling pattern unless changes that affect compaction occur
46 in the mixture or placement conditions.
47 d. When such changes occur, establish a new rolling pattern.
48 e. Compact the pavement to meet the requirements of the plans and specifications.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
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ASPHALT PAVING
Page 21 of 23
I 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
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 1. Identify and correct irregularities including but not limited to segregation, rutting,
11 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 3. 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 1 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 Section 32 01 17.
31 3.6 QUALITY CONTROL
32 A. Production Testing
33 1. Perform production tests to verify asphalt paving meets the performance standard
34 required in the plans and specifications.
35 2. City to measure density of asphalt paving with nuclear gauge.
36 3. City to core asphalt paving from the normal thickness of section once acceptable
37 density achieved. City identifies location of cores.
38 a. Minimum core diameter: 4 inches
39 b. Minimum spacing: 200 feet
40 c. Minimum of one core every block
41 d. Alternate lanes between core
42 4. City to use cores to determine pavement thickness and calculate theoretical density.
43 a. City to perform theoretical density test a minimum of one per day per street.
44 B. Density Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
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32 12 16 - 22
ASPHALT PAVING
Page 22 of 23
1 1. The average measured density of asphalt paving must meet specified density.
2 2. Average of measurements per street not meeting the minimum specified strength
3 shall be subject to the money penalties or removal and replacement at the
4 CONTRACTOR'S expense as show in Table 11.
5
6
7
8
9
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 OWNER.
10
11 3. The amount of penalty shall be deducted from payment due to CONTRACTOR.
12 4. These requirements are in addition to the requirements of Section 1.2 Measurement
13 and Payment.
14 C. Pavement Thickness Test.
15 1. City measure each core thickness by averaging at least three measurements.
16 2. The number of tests and location shall be at the discretion of the City, unless
17 otherwise specified in the special provisions or on the plans.
18 3. In the event a deficiency in the thickness of pavement is revealed during production
19 testing, subsequent tests necessary to isolate the deficiency shall be at the
20 CONTRACTOR'S expense.
21 4. The cost for additional coring test shall be at the same rate charged by commercial
22 laboratories.
23 5. Where the average thickness of pavement in the area found to be deficient, payment
24 shall be made at an adjusted price as specified in Table 12.
25
26 Table 12
27 Thickness Deficiency Penalties
Deficiency in Thickness Proportional Part
Determined by Cores Of Contract Price
Greater Than 0 percent - Not More than 10 percent 90 percent
28
Greater Than 10 percent - Not More than 15 percent 80 percent
remove and replace at
the entire cost and
Greater Than 15 percent expense of
CONTRACTOR as
directed by OWNER.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
321216 -23
ASPHALT PAVING
Page 23 of 23
1 6. If, in the judgment of the City, the area of such deficiency warrants removal, the
2 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with
3 asphalt paving of the thickness shown on the plans.
4 7. No additional payment over the contract unit price shall be made for any pavement
5 of a thickness exceeding that required by the plans.
6 3.7 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
15
1
16
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
3 PART 1- GENERAL
4 1.1 SUMMARY
321273-1
ASPHALT PAVING CRACK SEALANTS
Page 1 of 5
SECTION 32 12 73
ASPHALT PAVING CRACK SEALANTS
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. None
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 1 - 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 1. American Society for Testing and Materials (ASTM):
24 a. D6690-07, Standard Specification for Joint and Crack Sealants, Hot Applied,
25 for Concrete and Asphalt Pavements.
26 b. D5329-09, Standard Test Methods for Sealants and Fillers, Hot -Applied, for
27 Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements.
28 c. D2196-05, Method A, Standard Test 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 Highway 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 51, Ductility of Bituminous Materials.
35 d. T 53, 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
321273-2
ASPHALT PAVING CRACK SEALANTS
Page 2of5
1 a. Item 300: "Asphalt, Oils and Emulsions".
2 b. Tex-543-C, Evaporative Recovery of Residue for Emulsified Crack Sealant.
3 c. Tex-544-C, Rubber Content for Rubber -Asphalt Crack Sealant.
4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
5 1.5 ACTION SUBMITTALS [NOT USED]
6 1.6 ACTION SUBMITTALS/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 1.7 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 1 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 DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
I
2
3
4
5
6
321273-3
ASPHALT PAVING CRACK SEALANTS
Page 3 of 5
Table 1
Polymer -Modified Asphalt Emulsion Crack Sealer
Property Test
Procedure
Rotational viscosity, 77 degrees F, cP D 2196,
Method A
Sieve test, percent 1 T 59
Storage stability, 1 day, percent T 59
Evaporation Tex-543-C
Residue by evaporation, percent
by wt.
Tests on residue from evaporation:
Penetration, 77 degrees F, 100 g,
5 sec.
Softening point, degrees F T 53 140
Ductility, 39.2 degrees F, T 51 100
5 cm/min., cm
Min
10,000
65
Max
25,000
0.1
1
T 49 35 75
b. Rubber -asphalt crack sealer must meet the requirements of Table 2,
Property
Table 2
Rubber -Asphalt Crack Sealer
Test I Class A
Procedure Min Max
CRM content, Grade A or B, percent
by wt.
CRM content, Grade B, percent by
wt.
Virgin rubber content', percent by
wt.
Flash Point, COC, degrees F
Penetration3, 77 degrees F, 150 g, 5
sec.
Penetration3, 32 degrees F, 200 g, 60
sec.
Tex-544-C
Tex-544-C
T48
T 49
T 49
22 26
400
30 50
12
Class B 1
Min f Max
13
2
400
17
30 50
— 12
Softening point, °F T 53 f — — 170 I —
Bond4 I D5329 1 — ! 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 3/8- to 1/2-inch (9.5- to
12.7-mm) wide, square -end metal spatula in a manner so as to bring the material on the bottom of the cup to
the surface, i,e., turn the material over. Start at one side of the thermometer, move around to the other, and
then return to the starting point using 8 to 10 rapid circular strokes. Accomplish agitation in 3 to 4 sec. Pass
the test flame over the cup immediately after stirring is completed,
3. Exception to T 49: Substitute the cone specified in ASTM D 217 for the penetration needle.
4. No crack in the crack sealing materials or break in the bond between the sealer and the mortar blocks over
1/4 in. deep for any specimen after completion of the test.
7 B. Equipment
8 1. Provide all necessary equipment and keep equipment in a satisfactory working
9 condition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
321273-4
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.
18 2.3 ACCESSORIES [NOT USED]
19 2.4 SOURCE QUALITY CONTROL [NOT USED]
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION
24 A. Surface Preparation
25 1. Singular cracks will be thoroughly cleaned of all debris and foreign material with
26 an industrial air compressor.
27 2. The pavement shall be free of moisture.
28 3.4 INSTALLATION
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
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]
11 END OF SECTION
12
13
DATE
321273-5
ASPHALT PAVING CRACK SEALANTS
Page 5 of 5
Revision Log
NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
321320-1
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 1 of 5
I SECTION 32 13 20
2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Concrete sidewalks
7 2, Driveways
8 3. Barrier free ramps
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include, but are not necessarily limited to:
12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
13 2. Division 1 - General Requirements
14 3. Section 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 1. Concrete Sidewalk
20 a. Measurement
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 30, 2013
HMAC Surface Overlay (2014-2)
02226
321320-2
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 2 of 5
1 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 Item 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 Item
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/ft3)
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]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 30, 2013
HMAC Surface Overlay (2014-2)
02226
32 13 20 -3
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 3of5
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 PART 2 - 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.
11 B. Concrete: see Section 32 13 13.
12 1. Unless otherwise shown on the Drawings or detailed specifications, the standard
13 class for concrete sidewalks, driveways and barrier free ramps is shown in the
14 following table:
15 Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete) Cementitious, Compressive Water/ Aggregate
Lb./CY Strength2 Cementitious Maximum
psi Ratio Size,
inch
A 470 3000 0.58 1-1/2
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 all 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 Board 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 30, 2013
HMAC Surface Overlay (2014-2)
02226
321320-4
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
1 3.3 PREPARATION
2 A. Surface Preparation
3 1. Excavation: Excavation required for the construction of sidewalks, driveways and
4 barrier free ramps shall be to the lines and grades as shown on the Drawings or as
5 established by the City.
6 2. Fine Grading
7 a. The Contractor shall do all necessary filling, leveling and fine grading required
8 to bring the subgrade to the exact grades specified and compacted to at least 90
9 percent of maximum density as determined by ASTM D698.
10 b. Moisture content shall be within minus 2 to plus 4 of optimum.
11 c. Any over -excavation shall be repaired to the satisfaction of the City.
12 B. Demolition / Removal
13 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
14 3.4 INSTALLATION
15 A. General
16 1. Concrete sidewalks shall have a minimum thickness of 4 inches.
17 2. Sidewalks constructed in driveway approach sections shall have a minimum
18 thickness equal to that of driveway approach or as called for by Drawings and
19 specifications within the limits of the driveway approach.
20 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for
21 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
22 The construction of the driveway approach shall include the variable height radius
23 curb in accordance with the Drawings.
24 4. All pedestrian facilities shall comply with provisions of TAS including location,
25 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the
26 Contractor and not meeting TAS must be removed and replaced to meet TAS (no
27 separate pay).
28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
29 position during the depositing of concrete.
30 C. Reinforcement: see Section 32 13 13.
31 D. Concrete Placement: see Section 32 13 13.
32 E. Finishing
33 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
34 even surface.
35 2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
36 3. Provide exposed aggregate finish if specified.
37 4. Edge joints and sides shall with suitable tools.
38 F. Joints
39 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed
40 using redwood.
41 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
42 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 13 20 - 5
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
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 7. When sidewalk is against the curb, expansion joints shall match those in the curb.
11 G. Barrier Free Ramp
12 1. Furnish and install brick red color pre -cast detectable warning Dome -Tile,
13 manufactured by StrongGo 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 minimum 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 of the
19 curb.
20 4. Detectable warning Dome -Tile surface may be curved along the corner radius.
21 5. Install detectable warning surface according to manufacturer's instructions.
22 3.5 REPAIR/RESTORATION [NOT USED]
23 3.6 RE -INSTALLATION [NOT USED]
24 3.7 FIELD QUALITY CONTROL [NOT USED]
25 3.8 SYSTEM STARTUP [NOT USED]
26 3.9 ADJUSTING [NOT USED]
27 3.10 CLEANING [NOT USED]
28 3.11 CLOSEOUT ACTIVITIES [NOT USED]
29 3.12 PROTECTION [NOT USED]
30 3.13 MAINTENANCE [NOT USED]
31 3.14 ATTACHMENTS [NOT USED]
32
33
DATE NAME
12/20/2012 D. Johnson
4/30/2013 F. Griffin
END OF SECTION
Revision Log
SUMMARY OF CHANGE
1.2.A.3 — Measurement and Payment for Barrier Free Ramps modified to match
updated City Details
Corrected Part 1, 1.2, A, 3, b, 1 to read; from ... square foot of Concrete Sidewalk.
to ...each "Barrier Free Ramp" installed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 30, 2013
HMAC Surface Overlay (2014-2)
02226
1
2
3
321613-1
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 1 of 5
SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PART 1 - GENERAL
5 1.1 SUMMARY
6 A. Section Includes
7 1. Concrete Curbs and Gutters
8 2. Concrete Valley Gutters
9 B. Standard Detail
10 1, Typical Street Construction Details
11 C. Deviations from City of Fort Worth Standards
12 1. None
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 1 - 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 2. 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2) .
02226
321613-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT 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 13.
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 13.
20 2. Pre -Molded Asphalt Board Filler:
21 a. Use only in areas where not practical for wood boards.
22 b. Pre -molded asphalt board filler: ASTM D545.
23 c. Install the required size and uniform thickness and as specified in plans.
24 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
25 mixture of asphalt and vegetable fiber and/or mineral filler.
26 E. Expansion Joint Sealant: see Section 32 13 73.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
32 16 13 -3
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 3 of 5
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART3- EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION
7 A. Demolition / Removal: See Section 02 41 13.
8 3.4 INSTALLATION
9 A. Forms
10 1. Extend forms the full depth of concrete.
11 2. Wood forms: minimum of 1-1/2 inches in thickness.
12 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength.
13 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet.
14 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be
15 rejected.
16 B. Reinforcing Steel.
17 1. Place all necessary reinforcement for City approval prior to depositing concrete,
18 2. All steel must be free from paint and oil and all loose scale, rust, dirt and other
19 foreign substances.
20 3. Remove foreign substances from steel before placing.
21 4. Wire all bars at their intersections and at all laps or splices.
22 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is
23 greater.
24 C. Concrete Placement
25 1. Deposit concrete to maintain a horizontal surface.
26 2. Work concrete into all spaces and around any reinforcement to form a dense mass
27 free from voids.
28 3. Work coarse aggregate away from contact with the forms
29 4. Hand -Laid Concrete — Curb and gutter.
30 a. Shape and compact subgrade to the lines, grades and cross section shown on the
31 plans.
32 b. Lightly sprinkle subgrade material immediately before concrete placement.
33 c. Deposit concrete into forms.
34 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the
35 finished curb unless otherwise approved.
36 5. Machine -Laid Concrete — Curb and Gutter.
37 a. Hand -tamp and sprinkle subgrade material before concrete placement.
38 b. Provide clean surfaces for concrete placement.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
32 16 13 -4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 5
1 c. Place the concrete with approved self-propelled equipment.
2 1) The forming tube of the extrusion machine or the form of the slipform
3 machine must easily be adjustable vertically during the forward motion of
4 the machine to provide variable heights necessary to conform to the
5 established gradeline.
6 d. Attach a pointer or gauge to the machine so that a continual comparison can be
7 made between the extruded or slipform work and the grade guideline.
8 e. Brush finish surfaces immediately after extrusion or slipforming.
9 6. Hand -Laid Concrete — Concrete Valley Gutter: see Section 32 13 13.
10 7. Expansion joints
11 a. Place expansion joints in the curb and gutter at 200-foot intervals and at
12 intersection returns and other rigid structures.
13 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
14 pavement joints to a depth of 1 %2 inches.
15 c. Place expansion joints at all intersections with concrete driveways, curbs,
16 buildings and other curb and gutters.
17 d. Make expansion joints no less than 1/2 inch in thickness, extending the full
18 depth of the concrete.
19 e. Make expansion joints perpendicular and at right angles to the face of the curb.
20 f. Neatly trim any expansion material extending above the finished to the surface
21 of the finished work.
22 g. Make expansion joints in the curb and gutter coincide with the concrete
23 expansion joints.
24 h. Longitudinal dowels across the expansion joints in the curb and gutter are
25 required.
26 i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each
27 expansion joint.
28 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
29 provides a minimum of 1 inch free expansion.
30 k. Support dowels by an approved method,
31 D. Curing: see Section 32 13 13.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
32 16 13 -5
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
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]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
Page 5 of 5
HMAC SURFACE OVERLAY (2014-2)
02226
321723-1
PAVEMENT MARKINGS
Page 1 of 11
1 SECTION 32 17 23
2 PAVEMENT MARKINGS
3 PART 1- GENERAL
4 1.1 SUMMARY
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
I 1 e. Painted markings
12 2. Raised markers
13 3. Work 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 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
19 2. Division 1 — 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 performed 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 Widths
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-2
PAVEMENT MARKINGS
Page 2 of 11
1 b. Payment
2 1) The work performed and materials furnished in accordance with this Item
3 shall be paid for at the unit price bid per each "Legend" installed for:
4 a) Various types
5 b) Various applications
6 c. The price bid shall include:
7 1) Installation of Pavement Marking
8 2) Glass beads, when required
9 3) Surface preparation
10 4) Clean-up
11 5) Testing
12 3. Raised Markers
13 a. Measurement
14 1) Measurement for this Item shall be per each Raised Marker installed.
15 b. Payment
16 1) The work performed and materials furnished in accordance with this Item
17 shall be paid for at the unit price bid per each "Raised Marker" installed
18 for:
19 a) Various types
20 c. The price bid shall include:
21 1) Installation of Raised Markers
22 2) Surface preparation
23 3) Clean-up
24 4) Testing
25 4. Work Zone Tab Markers
26 a. Measurement
27 1) Measurement for this Item shall be per each Tab Marker installed.
28 b. Payment
29 1) The work performed and materials furnished in accordance with this Item
30 shall be paid for at the unit price bid per each "Tab Marker" installed for:
31 a) Various types
32 c. The price bid shall include:
33 1) Installation of Tab Work Zone Markers
34 5. Fire Lane Markings
35 a. Measurement
36 1) Measurement for this Item shall be per the linear foot.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under "Measurement" shall be paid for at the
40 unit price bid per linear foot of "Fire Lane Marking" installed.
41 c. The price bid shall include:
42 1) Surface preparation
43 2) Clean-up
44 3) Testing
45 6. Pavement Marking Removal
46 a. Measurement
47 1) Measure for this Item shall be per linear foot.
48 b. Payment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-3
PAVEMENT MARKINGS
Page 3 of 11
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 I) Measurement for this Item shall be per each Pavement Marker removed.
11 b. Payment
12 1) The work performed and materials furnished 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 I) Removal of each Marker
17 2) Disposal of removed materials
18 3) Clean-up
19 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 Control Devices (MUTCD), 2009 Edition
37 a. Part 3, Markings
38 3. American Association of State Highway and Transportation Officials (AASHTOI
39 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09
40 4. Federal Highway Administration (FHWA)
41 a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139
42 5. Texas Department of Transportation (TxDOT)
43 a. DMS-4200, Pavement Markers (Reflectorized)
44 b. DMS-4300, Traffic Buttons
45 c. DMS-8220, Hot Applied Thermoplastic
46 d. DMS-8240, Permanent Prefabricated Pavement Markings
47 e. DMS-8241, Removable Prefabricated Pavement Markings
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-4
PAVEMENT MARKINGS
Page 4 of II
1 f. DMS-8242, Temporary Flexible -Reflective Road Marker Tabs
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section 01 33 00.
5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
6 specials.
7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
8 1.7 CLOSEOUT SUBMITTALS [NOT USED]
9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
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 01 60 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 01 25 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 OVERLAY (2014-2)
02226
321723-5
PAVEMENT MARKINGS
Page 5 of 11
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
1 i markings.
12 9) The markings shall be 95 percent free of holes and voids, and free of
13 blisters for a 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 old 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-6
PAVEMENT MARKINGS
Page 6 of 11
1 7) The thickness shall be uniform throughout the length and width of the
2 markings.
3 8) The markings shall be 95 percent free of holes and voids, and free of
4 blisters for a minimum of 60 days after application.
5 9) The minimum thickness of the marking, as measured above the plane
6 formed by the pavement surface, shall not be less than 1/8 inch in the center
7 of the marking and 3/32 inch at a distance of/2 inch from the edge.
8 10) Maximum thickness shall be 3/16 inch.
9 11) The material shall not deteriorate by contact with sodium chloride, calcium
10 chloride or other chemicals used to prevent roadway ice or because of the
11 oil content of pavement markings or from oil droppings or other effects of
12 traffic.
13 12) The material shall not prohibit adhesion of other thermoplastic markings if,
14 at some future time, new markings are placed over existing material. New
15 material shall bond itself to the old line in such a manner that no splitting or
16 separation takes place.
17 13) The markings placed on the roadway shall be completely retroreflective
18 both internally and externally with traffic beads and shall exhibit uniform
19 retro-directive reflectance.
20 14) Traffic beads
21 a) Manufactured from glass
22 b) Spherical in shape
23 c) Essentially free of sharp angular particles
24 d) Essentially free of particles showing cloudiness, surface scoring or
25 surface scratching
26 e) Water white in color
27 f) Applied at a uniform rate
28 g) Meet or exceed Specifications shown in AASHTO Standard
29 Specification for Glass Beads Used in Pavement Markings, AASHTO
30 Designation: M 247-09.
31 c. Preformed Polymer Tape
32 1) Material shall meet or exceed the Specifications for SWARCO Director 35,
33 3M High Performance Tape Series 3801 ES, or approved equal.
34 d. Preformed Heat -Activated Thermoplastic Tape
35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125
36 mil preformed thermoplastic or approved equal.
37 e. Traffic Paint
38 1) Materials shall meet or exceed the TxDOT Specification DMS-8200.
39 2. Raised Markers
40 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic
41 Control Devices.
42 b. Non -reflective markers shall be Type Y (yellow body) and Type W (white
43 body) round ceramic markers and shall meet or exceed the TxDOT
44 Specification DMS-4300.
45 c. The reflective markers shall be plastic, meet or exceed the TxDOT
46 Specification DMS-4200 for high -volume retroreflective raised markers and be
47 available in the following types:
48 1) Type I-C, white body, 1 face reflects white
49 2) Type II -A -A, yellow body, 2 faces reflect amber
50 3) Type II-C-R, white body, 1 face reflects white, the other red
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-7
PAVEMENT MARKINGS
Page 7 of 11
1 3. Work Zone Markings
2 a. Tabs
3 1) Temporary flexible -reflective roadway marker tabs shall meet requirements
4 of TxDOT 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. Performance
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)
<30 35-50 >55
2-lane roads with centerline n/a 100 250
markings only (1)
All other roads (2) n/a 50 100
19 (1) Measured at standard 30-m geometry in units of mcd/m2/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
28 3.1 EXAMINATION [NOT USED]
29 3.2 PREPARATION
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 2. 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, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-8
PAVEMENT MARKINGS
Page 8 of 11
1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15
2 minutes, no condensation develops on the underside of a 1 square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges.
4 5. Equipment and methods used for surface preparation shall not damage the
5 pavement or present a hazard to motorists or pedestrians.
6 3.3 INSTALLATION
7
8
A. General
1. The materials shall be applied according to the manufacturer's recommendations.
9 2. Markings and markers shall be applied within temperature limits recommended by
10 the material manufacturer, and shall be applied on clean, dry pavement having a
11 surface temperature above 50 degrees Fahrenheit.
12 3. Markings that are not properly applied due to faulty application methods or being
13 placed in the wrong position or alignment shall be removed and replaced by the
14 Contractor at the Contractor's expense. if the mistake is such that it would be
15 confusing or hazardous to motorists, it shall be remedied the same day of
16 notification. Notification will be made by phone and confirmed by fax. Other
17 mistakes shall be remedied within 5 days of written notification.
18 4. When markings are applied on roadways open to traffic, care will be taken to
19 ensure that proper safety precautions are followed, including the use of signs,
20 cones, barricades, naggers, etc.
21 5. Freshly applied markings shall be protected from traffic damage and disfigurement.
22 6. Temperature of the material must be equal to the temperature of the road surface
23 before allowing traffic to travel on it.
24 B. Pavement Markings
25 1. Thermoplastic, hot applied, spray
26 a. This method shall be used to install and replace long lines — centerlines, lane
27 lines, edge lines, turn lanes, and dots.
28 b. Markings shall be applied at a 110 mil thickness.
29 c. Markings shall be applied at a 90 mil thickness when placed over existing
30 markings.
31 d. Typical setting time shall be between 4 minutes and 10 minutes depending
32 upon the roadway surface temperature and the humidity factor.
33 e. Retroreflective raised markers shall be used to supplement the centerlines, lane
34 lines, and turn lanes. Refer to City Standard Detail Drawings for placement.
35 f. Minimum retroreflectivity of markings shall meet or exceed values shown in
36 subparagraph 2.4.A.1 of this Specification.
37 2. Thermoplastic, hot applied, extruded
38 a. This method shall be used to install and replace crosswalks and stop -lines.
39 b. Markings shall be applied at a 125 mil thickness.
40 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
41 this Specification.
42 3. Preformed Polymer Tape
43 a. This method shall be used to install and replace crosswalks, stop -lines, and
44 legends.
45 b. The applied marking shall adhere to the pavement surface with no slippage or
46 lifting and have square ends, straight lines and clean edges.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-9
PAVEMENT MARKINGS
Page 9 of 11
1 c. Minimum retroreflectivity 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 Work 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 2. 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723 -10
PAVEMENT MARKINGS
Page 10 of 11
1 3.4 REMOVALS
2 1. Pavement Marking and Marker Removal
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.
7 c. Removals shall be done in such a matter that color and texture contrast of the
8 pavement surface will be held to a minimum.
9 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than
10 '/a inch in depth resulting from 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 of 2 feet wide to cover the
18 existing marking.
19 b) Place a surface treatment, thin overlay, or microsurfacing a minimum
20 of 1 lane in width in areas where directional changes of traffic are
21 involved or in other areas as directed by the City.
22 2) Burn 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
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
321723-I1
PAVEMENT MARKINGS
Page 11 of 11
1 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and
2 shall be free of blisters.
3 3.8 SYSTEM STARTUP [NOT USED]
4 3.9 ADJUSTING [NOT USED]
5 3.10 CLEANING
6 A. Contractor shall clean up and remove all loose material resulting from construction
7 operations.
8 3.11 CLOSEOUT 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
13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
3 PART 1 - GENERAL
4 1.1 SUMMARY
SECTION 32 17 25
CURB ADDRESS PAINTING
321725-1
CURB ADDRESS PAINTING
Page 1 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. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
12 Contract.
13 2. Division 1 - General Requirements.
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Measurement
17 a. Measurement for this Item 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 PART 2 - 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Version October 14, 2013
HMAC SURFACE OVERLAY 92014-2)
City Project No. 02226
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 I. The minimum size for the background shall be 6-inches wide by 16-inches long, or
7 as directed in the Drawings.
8 2. 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]
11 PART 3 - EXECUTION
12 3.1 INSTALLERS [NOT USED]
13 3.2 EXAMINATION [NOT USED]
14 3.3 PREPARATION
15 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 for a minimum of 28-days
21 b. Surface temperature greater than 50°F and Tess 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 1/4-inch nap, unless otherwise
28 approved by the City.
29 C. Letter Application
30 1. Apply the lettering with 1- or 1/4-inch artificial nylon or polyester or combination
31 brush and stencils, unless otherwise approved by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Version October 14, 2013
HMAC SURFACE OVERLAY 92014-2)
City Project No. 02226
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]
11 END OF SECTION
12
13
321725-3
CURB ADDRESS PAINTING
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Version October 14, 2013
HMAC SURFACE OVERLAY 92014-2)
City Project No. 02226
1
2
32 91 19 - 1
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 1 of 3
SECTION 32 91 19
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Furnish and place topsoil to the depths and on the areas shown on the plans,
7 B. Deviations from City of Fort Worth Standards
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
11 Contract.
12 2. Division 1 - General Requirements.
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A, Measurement and Payment
15 1. Measurement:
16 a. Topsoil: measure by the cubic yard in place.
17 2. Payment:
18 a. Contract unit price and total compensation for loading, hauling, placing and
19 furnishing all labor equipment, tools, supplies, and incidentals as necessary to
20 complete work.
21 b. All excavation required by this item in cut sections shall be measured in
22 accordance with provisions for the various excavation items involved with the
23 provision that excavation will be measured and paid for once, regardless of the
24 manipulations involved.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
32 91 19 -2
TOPSOIL PLACEMENT AND 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 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 [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS
12 2.1 OWNER -FURNISHED IoR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
13 2.2 MATERIALS
14 A. Topsoil
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. Liquid Limit: 50 or less.
24 6. Plasticity Index: 20 or less.
25 7. Gradation: maximum of 10 percent passing No. 200 sieve.
26 B. Water: Clean and free of industrial wastes and other substances harmful to the growth
27 of vegetation.
28 2.3 ACCESSORIES [NOT USED]
29 2.4 SOURCE QUALITY CONTROL [NOT USED]
30 PART 3 - EXECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EXAMINATION [NOT USED]
33 3.3 PREPARATION [NOT USED]
34 3.4 INSTALLATION
35 A. Finishing of Parkways.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
32 91 19 - 3
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
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 to the 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 to the back of the walk line.
14 7. From that point (behind the walk), the grade may slope up or down at maximum
15 slope of 4:1.
16 B. Placing of Topsoil
17 1. Spread the topsoil to a uniform loose cover at the thickness specified.
18 2. Place and shape the topsoil as directed.
19 3. Hand rake finish a minimum of 5 feet from all flatwork
20 4. Tamp 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 ATTACHMENTS [NOT USED]
31 END OF SECTION
32
33
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
329213-1
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 7
1 SECTION 32 92 13
2 HYDROMULCHING, SEEDING AND SODDING
3 PART 1 - 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 1 - General Requirements.
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 I. 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), fertilizer, 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 USED]
33 1.5 ACTION SUBMITTALS [NOT USED]
34 1.6 INFORMATIONAL SUBMITTALS
35 A. Seed
36 1. Vendors' certification that seeds meet Texas State seed law including:
37 a. Testing and labeling for pure live seed (PLS).
38 b. Name and type of seed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
329213-2
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 3. All seed to be of the previous season's crop and the date on the container shall be
4 within twelve months of the seeding date.
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 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 2. 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 secundatum" (St. Augustine grass),
29 2) "Cynodon dactylon" (Common 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 SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
3
4
5
6
7
8
9
10
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329213-3
HYDROMULCHING, SEEDING AND SODDING
Page 3 of 7
2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
g. Dimensions.
1) Machine cut to uniform soil thickness.
2) Sod shall be of equal width and of a size that permits the sod to be lifted,
handled and rolled without breaking,
h. Broken or torn sod or sod with uneven ends shall be rejected.
2. Seed
a. General
1) Plant all seed at rates based on pure live seed (PLS)
a) Pure Live Seed (PLS) determined using the formula:
(1) Percent Pure Live Seed = Percent Purity x [(Percent Germination +
Percent Firm or Hard Seed) + 100]
2) Availability of Seed
a) Substitution of individual seed types due to lack of availability may be
permitted by the City at the time of planting.
b) Notify the City prior to bidding of difficulties locating certain species.
3) Weed seed
a) not exceed ten percent by weight of the total of pure live seed (PLS)
and other material in the mixture.
b) Seed not allowed:
(1) Johnsongrass
(2) nutgrass seed
4) Harvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
c.
Lbs.
PLS/Acre
25
75
Common Name Botanical Name Purity Germination
(percent) (percent)
Bermuda (unhulled) cynodon dactylon 85 90
Bermuda (hulled) cynodon dactylon 95 90
2) Plant between September 10 and April 15
Lbs. Common Name
PLS/Acre
220 Rye Grass
75 Bermuda (unhulled)
Botanical Name
lolium multorum
cynodon dactylon
Native Grass Seed
1) Plant between February 1 and October 1.
Lbs. PLS/Acre
1.6
5.5
3.7
17.0
1.8
0.5
6.0
8.0
Common Name
Green Sprangletop
Sideoats Grama*
Little Bluestem*
Buffalograss
Indian Grass*
Sand Lovegrass*
Big Bluestem
Eastern Grama
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Purity Germination
(percent) (percent)
85 90
95 90
Botanical Name
Leptochloa dubia
Bouteloua curtipendula
Schizachyrium scoparium
Buchloe dactyloides
Sorghastrum nutans
Eragrostis trichodes
Andropogon gerardii
Tripscacum dactyloides
HMAC SURFACE OVERLAY (2014-2)
02226
32 92 13 - 4
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 7
1,2 Blue Grama Boutelouagracilis
1.8 Switchgrass Panicum virgatum
10.0 Prairie Wildrye* Elymus canadensis
I
2 d. Wildflower Seed
3 1) Plant between the following:
4 a) March 5 and May 31
5 b) September 1 and December 1
6
Lbs. PLS/Acre Common Name Botanical Name
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias tuberosa
2.0 Clasping Coneflower* Rudbeckia amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena Verbena bipinnatifida
8.0 Texas Yellow Star Lindheimeri texana
8.0 Winecup Callirhoe involcrata
2.0 Black-eyed Susan Rudbeckia hirta
18.0 Cutleaf Daisy Engelrnannia pinnatifida
2.0 Obedient Plant Physostegia intermedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
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
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 f. 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
329213-5
HYDROMULCHTNG, SEEDING AND SODDING
Page 5 of 7
1 6. Water: clean and free of industrial wastes or other substances harmful to the
2 germination of the seed or to the growth of the vegetation.
3 7. Soil Retention 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]
8 2.4 SOURCE QUALITY CONTROL [NOT USED]
9 PART 3 - EXECUTION [NOT USED]
10 3.1 INSTALLERS [NOT USED]
11 3.2 EXAMINATION [NOT USED]
12 3.3 PREPARATION
13 A. Surface Preparation: clear surface of all material including:
14 1. Stumps, stones, and other objects larger than one inch.
15 2. Roots, brush, 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. Areas 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 to the
28 average first freeze in the fall.
29 2. Installation
30 a. Plant sod specified after the area has been completed to the 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 g. 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
329213-6
HYDROMULCHING, SEEDING 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 turf 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 areas 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
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
329213-7
HYDROMULCHING, SEEDING AND SODDING
Page 7 of 7
1 c. Water as direct by the City at least twice daily for 14 days after seeding in such
2 a manner as to prevent washing of the slopes or dislodgement of the seed.
3 d. Water until final acceptance.
4 e. Generally, an amount of water that is equal to the average amount of rainfall
5 , plus one half inch per week should be applied until accepted.
6 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
7 3.6 RE -INSTALLATION [NOT USED]
8 3.7 FIELD QUALITY CONTROL [NOT USED]
9 3.8 SYSTEM STARTUP [NOT USED]
10 3.9 ADJUSTING [NOT USED]
11 3.10 CLEANING [NOT USED]
12 3.11 CLOSEOUT ACTIVITIES
13 3.12 PROTECTION [NOT USED]
14 3.13 MAINTENANCE
15 A. Block Sodding
16 1. Water and mow sod until completion and final acceptance of the Project or as
17 directed by the City.
18 2. Sod shall not be considered finally accepted until the sod has started to peg down
19 (roots growing into the soil) and is free from dead blocks of sod.
20 B. Seeding
21 1. Water and mow sod until completion and final acceptance of the Project or as
22 directed by the City.
23 2. Maintain the seeded area until each of the following is achieved:
24 a. Vegetation is evenly distributed.
25 b. Vegetation is free from bare areas.
26 3. Turf will be accepted once fully established.
27 a. Seeded area must have 100 percent growth to a height of three inches with one
28 mow cycle performed by the CONTRACTOR prior to consideration of
29 acceptance by the City.
30 C. Rejection
31 1. City may reject block sod or seeded area on the basis of weed populations.
32 3.14 ATTACHMENTS [NOT USED]
33
34
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
33 05 14 - I
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 1 of 6
1 SECTION 33 05 14
2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
3 GRADE
4 PART 1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous structures to a new grade
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
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 1 — 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 9. 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 I) 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
330514-2
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 2 of 6
1 7) Clean-up
2 2. Manhole - Major Adjustment
3 a. Measurement
4 1) Measurement for this Item shall be per each adjustment requiring structural
5 modifications to manhole to a grade specified on the Drawings.
6 b. Payment
7 1) The work performed and the materials furnished in accordance with this
8 Item will be paid for at the unit price bid per each "Manhole Adjustment,
9 Major" completed.
10 c. The price bid shall include:
11 1) Pavement removal
12 2) Excavation
13 3) Hauling
14 4) Disposal of excess material
15 5) Structural modifications, grade rings or other adjustment device
16 6) Furnishing, placing and compaction of embedment and backfill
17 7) Clean-up
18 3. Inlet
19 a. Measurement
20 1) Measurement for this Item shall be per each adjustment requiring structural
21 modifications to inlet to a grade specified on the Drawings.
22 b. Payment
23 1) The work performed and the materials furnished in accordance with this
24 Item will be paid for at the unit price bid per each "Inlet Adjustment"
25 completed.
26 c. The price bid shall include:
27 1) Pavement removal
28 2) Excavation
29 3) Hauling
30 4) Disposal of excess material
31 5) Structural modifications
32 6) Furnishing, placing and compaction of embedment and backfill
33 7) Clean-up
34 4. Valve Box
35 a. Measurement
36 1) Measurement for this Item shall be per each adjustment to a grade specified
37 on the Drawings.
38 b. Payment
39 1) The work performed and the materials furnished in accordance with this
40 Item will be paid for at the unit price bid per each "Valve Box Adjustment"
41 completed.
42 c. The price bid shall include:
43 1) Pavement removal
44 2) Excavation
45 3) Hauling
46 4) Disposal of excess material
47 5) Adjustment device
48 6) Furnishing, placing and compaction of embedment and backfill
49 7) Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
33 05 14 - 3
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 3 of 6
1 5. Cathodic Protection Test Station
2 a. Measurement
3 1) Measurement for this Item shall be per each adjustment to a grade specified
4 on the Drawings.
5 b. Payment
6 1) The work performed and the materials furnished in accordance with this
7 Item will be paid for at the unit price bid per each "Cathodic Protection
8 Test Station Adjustment" completed.
9 c. The price bid shall include:
10 1) Pavement removal
11 2) Excavation
12 3) Hauling
13 4) Disposal of excess material
14 5) Adjustment device
15 6) Furnishing, placing and compaction of embedment and backfill
16 7) Clean-up
17 6. Fire Hydrant
18 a. Measurement
19 1) Measurement for this Item shall be per each adjustment requiring stem
20 extensions to meet a grade specified by the Drawings.
21 b. Payment
22 1) The work performed and the materials furnished in accordance with this
23 Item will be paid for at the unit price bid per each "Fire Hydrant Stem
24 Extension" completed.
25 c. The price bid shall include:
26 1) Pavement removal
27 2) Excavation
28 3) Hauling
29 4) Disposal of excess material
30 5) Adjustment materials
31 6) Furnishing, placing and compaction of embedment and backfill
32 7) Clean-up
33 7. Miscellaneous Structure
34 a. Measurement
35 1) Measurement for this Item shall be per each adjustment requiring structural
36 modifications to said structure to a grade specified on the Drawings.
37 b. Payment
38 1) The work performed and the materials furnished in accordance with this
39 Item will be paid for at the unit price bid per each "Miscellaneous Structure
40 Adjustment" completed.
41 c. The price bid shall include:
42 1) Pavement removal
43 2) Excavation
44 3) Hauling
45 4) Disposal of excess material
46 5) Structural modifications
47 6) Furnishing, placing and compaction of embedment and backfill
48 d. Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
33 05 14 -4
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 4 of 6
1 1.3 REFERENCES
2 A. Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard 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/INFORMATIONAL 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]
18 PART 2 - PRODUCTS
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
330514-5
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 5 of 6
1 1. 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 I. 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 3. 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 adjustment 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 33 05 10.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
330514-6
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 6 of 6
1 3.5 REPAIR / RESTORATION [NOT USED]
2 3.6 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]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
1
2
3 PART 1 - GENERAL
SECTION 34 71 13
TRAFFIC CONTROL
347113-1
TRAFFIC CONTROL
Page 1 of 5
4 1.1 SUMMARY
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. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 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 month 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 Item
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 furnished 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
34 71 13 -2
TRAFFIC CONTROL
Page 2 of 5
1 3. Preparation of Traffic 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 of this
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 Use Permit from the Street Management Section of the Traffic
34 Engineering Division, 311 W. 10`h Street. The Traffic Control Plan (TCP) for the
35 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
38 Engineer.
39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
40 Specifications. The Contractor will be responsible for having a licensed Texas
41 Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
34 71 13 - 3
TRAFFIC CONTROL
Page 3 of 5
1 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
2 changes to the Traffic Control Plan(s) developed by the Design Engineer.
3 F. Design Engineer will furnish standard details for Traffic Control.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 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 -SUPPLIED 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 Work Zone Traffic Control
18 Device List (CWZTCDL).
19 2. Materials
20 a. Traffic Control Devices must meet all reflectivity requirements included in the
21 TMUTCD and TxDOT Specifications — Item 502 at all times during
22 construction.
23 b. Electronic message boards shall be provided in accordance with the TMUTCD.
24 2.3 ACCESSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL [NOT USED]
26 PART 3 - EXECUTION
27 3.1 EXAMINATION [NOT USED]
28 3.2 PREPARATION
29 A. Protection of In -Place Conditions
30 1. Protect existing traffic signal equipment.
31 3.3 INSTALLATION
32 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on
33 the Drawings and as directed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
34 71 13 - 4
TRAFFIC CONTROL
Page 4of5
1 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.
10 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
11 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades,
12 lights, signs, or other precautionary measures for the protection of persons or property), the
13 Inspector may order such additional precautionary measures be taken to protect persons
14 and property.
15 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by
16 or in conflict with the proposed method of handling traffic or utility adjustments, can be
17 constructed during any phase.
18 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
19 distance of drivers entering the highway from driveways or side streets.
20 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may
21 be erected and mounted on portable supports.
22 1. The support design is subject to the approval of the Engineer.
23 I. Lane closures shall be in accordance with the approved Traffic Control Plans.
24 J. If at any time the existing traffic signals become inoperable as a result of construction
25 operations, the Contractor shall provide portable stop signs with 2 orange flags, as
26 approved by the Engineer, to be used for Traffic Control.
27 K. Flaggers
28 1. Provide a Contractor representative who has been certified as a flagging instructor
29 through courses offered by the Texas Engineering Extension Service, the American
30 Traffic Safety Services Association, the National Safety Council, or other approved
31 organizations.
32 a. Provide the certificate indicating course completion when requested.
33 b. This representative is responsible for training and assuring that all flaggers are
34 qualified to perform flagging duties.
35 2. A qualified flagger must be independently certified by 1 of the organizations listed
36 above or trained by the Contractor's certified flagging instructor.
37 3. Flaggers must be courteous and able to effectively communicate with the public.
38 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
39 and follow the flagging procedures set forth in the TM JTCD.
40 5. Provide and maintain flaggers at such points and for such periods of time as may be
41 required to provide for the safety and convenience of public travel and Contractor's
42 personnel, and as shown on the Drawings or as directed by the Engineer.
43 a. These flaggers shall be located at each end of the lane closure.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
34 71 13 - 5
TRAFFIC CONTROL
Page 5 of 5
1 L. Removal
2 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
3 and other 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 CLEANING [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
16
17
DATE
Revision Log
NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
APPENDIX
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
GC-4.06 Hazardous Environmental Condition at Site: N/A
GC-6.06.D Minority and Women Owned Business Enterprise Compliance: Included
GC-6.07 Wage Rates: Included
GC-6.09 Permits and Utilities: N/A
GC-6.24 Nondiscrimination: "None"
GR-01 60 00 Product Requirements: N/A
SP-01 Special Provisions: Included
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2014-2)
02226
Project Name: HMAC Surface Overlay
DOE Project Number:
Mapsco Location:
)
Street Maintenance Work Notice
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.
After 4:30 p.m. and on weekends, call (817) 392-8100.
Block
Limits
1100 to 1200
Street
Name
Project
Limits
Brown Street Yates Avenue to Keller Springs Parkway
Expected Construction Dates
Weather Permitting
From 8-20-08 to 7-4-08
DRAWING NO. 1 - H
/R1" TYP.
FONTS:
FORT WORTH LOGO IN CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
COLORS:
FORT WORTH - PMS 288 - BLUE
LONGHORN LOGO - PMS 725 - BROWN
LETTERING - PMS 288 - BLUE
BACKGROUND - WHITE
BORDER - BLUE
21"
2
41
4-"
4
61"
2
3"
2
4'
FORT WORTH ;_,.
Project Title
Funding
i
3"
1"
- 3"
2° Contractor: ,,,
Contractor's Name ?„
1-
12" Questions on this Project CaII:
12" (817) 392 - XXXX
12° After Hours Call: (817) 392 - XXXX
- 21
2
1" TYP. -}
2
1"
1„
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 (817-451-4684), PEEL AND PLACE
IN FUNDING SECTION.
PROJECT DESIGNATION SIGN
CITY OF FORT WORTH - CONSTRUCTION STANDARD
IDATE:
0.01I5 10 DASIONN
I 1\l ,N 1LAN*S AND/ ON Y(INFI ALL 1E315 - MAR
7 CNOOL II}1411 LAN (KA SECTION 32 11 2/) 01 CEMENT S1A1NIZATOI (PEA SEC1101 32 II 33).
3 R1`11l Of TN( Al 11.055A11T TO NATO( AClUA1 P0A0*AY 0E101
• ( C*OU SPLO IS USED. MAANTAPI CROSS SLOPE SASED 01 CURS ON MIOI 510E
5 C011n3(11 AOADNAT 0101S SLCVE AT INTERSECTION FOR ADA USERS, CROSS SLOPE DESIGN RE0AR00 TO MEET i1(00 CON011015.
A OES•0011 10 DI RA*NE WATS tY IOP SON R/ICEME.° 10 FAX? SP000C JCS CGNOITGNS
0.5. PPORf4T
STANDARD TA1rm Nana*.
meow"(P'0 SL 1 01
Pp SECT1N 32 PI u
r
COI/ACTED
♦DmTAA<t
NAM SAOuIl
PER SECT01
31
31 24 00
Tr
Ir
memo r DR r
CIA RY 24' CUTTER
PER 32 IS 13-053E
r:
)(Y ASPHALT
PA E2RSIT
TYPE D
POI SECTOR
3212H
2S• ROADWAY
rOR ER
FORT WORTH
10r ASPHALT
LASE PIPE S
POI SDDON
32 12 IS
STANDARD S' OR r
CUM! ST 24 CUTTER
PER 32 IS 13-0334
PROPOSED IOC )000 STA0IRED
311101A0E • 10 LIS/SY PER
SECTION 32 11 29 OR 32 /1 33
Tr
r
10.S PMIYT
TANK° YOKO. ���
PER SECTION iECNAIR
32 1h 19
Y PD1 (���') 32 IJSEm
lO.►ACTCO
ACITTASAE
1uTh0 SACRAL
PQ MESON
31 is 00
le
WILL
1. SWC1Ml4 X00 SMALL K 1* PER TOOT
(ARK) UNLESS OMKCRD OTHEAISE ST
111E ENONEE 1.
CITY OF FORT WORTH, TEXAS REVISED: 08-31-12
RESIDENTIAL ASPHALT
STREET SECTION (L)
32 12 16-D501
fa BARS 0 18- 0.C.B W.
CURB
12- LONG y4 BAR
024' 0C.
CONCRETE
PAVEMENT
g
3-
i' REOw000 BOARD FULL
DEPTH OF SIDEWALK
THIS HALF OF DOWEL TO BE
COATED WITH ASPHALT.
24' /4 SMOOTH ROUND
BAR 0 24" O.C. MAXIMUM
EXPANSION JOINT DETAIL
S. MIN.
SIDEWALK CROSS SLOPE
2% MAX.
n��
3-
.`.i L411-1'
#4 BARS 0 18- COMPACTED
• 0 C.B.W. SUBGRADE TO
90% DENSITY
SECTION VIEW
SIDEWALK ADJACENT TO CURB
i='I;': ;ill •
CURB
11.-1 iE I!_ 11 12
12- LONG #4 BAR
0 24- D.C. SECTION VIEW
RAMP TIE-IN AT PAVEMENT
4' MIN.
SLIP CAP
�'Ii=�E=11�III
SIDEWALK CROSS SLOPE 13-
2S MAX.
i •
k'IIHI
TrI= 1_ II
Ida BARS 0 18'� COMPACTED
0.C.B.W. SUBGRADE TO
90% DENSITY
SECTION VIEW
SIDEWALK
A—
(4BA,F.ZS 0 18-
OGB.
I:(. -'I II I'="
[CONCRETE RAMP
COMPACTED
SUBGRADE TO
905 DENSITY
TOOLED GROOVE TO 8E
DEEP
•w.
3 DOWEL EXPANSION JOINT WITH REDWOOD BOARD EVERY 40' (MAX.) FOR 4'
SIDEWALK AND EVERY 50' (MAX.) FOR 5' SIDEWALK AND AT ALL RADII POINTS
(SEE EXPANSION JOINT DETAIL)
NOTE:
1. 'W=SIDEWALK WIDTH 4' MIN. 5' IF SIDEWALK
i5 ADJACENT TO CURB. OR GREATER AS
INDICATED ON THE PLANS.
CURB
fl m�`- jb BARS 6 18
' /> aX.B.w.
-F H -IHi- -I- -I-
+-! .i }� +--
+ -1- 4 -
1a BARS 0 1E- 0.0
PLAN
REINFORCED CONCRETE SIDEWALK
5' 8'
3/4- CHAMFER
/4 BAR 0 12 0.C.
/4 BAR 0 24' O.C.
2' CLEAR TYP
2 SCH. 40 PVC
WEEP HOLES e
10'-0- OC
J
12' COMPACTED
SUBGRADE 10
12' LONG /4 BAR 4 90% DENSITY
0 24' 0.C.
SIDEWALK CROSS SLOPE
20 MAX.
FORT WORTH
TAMPED
TOPSOIL
11 -- FREE DRAINING
' OF
Ly_y AOGRECAIE
•!�Y CONRETAINING WALLTINUOUS WALL'
./'C/-L
III#IIIJ
I JAI—.
6- MIN.
SECTION VIEW
SIDEWALK ADJACENT TO CURB WITH RETAINING WALL
11
CITY OF FORT WORTH, TEXAS REVISED: 05-09-2013
SIDEWALK DETAILS
32 13 20-D546
NOT23 TO OEU0IE10
1. 1.. N KM1ti A.O/ OR IOr'T M.L. 102T M IUt
1 KT 0RACY1 TO CONEY 10211MAY• KTN•1 Rat. O1 CAIDLNTS.
3. 4EMK OCTAL N kursoorr 10 1141C11 ACTUAL p0D1AT Di3ON.
• Karr Wm. 10 WIT *MONO COOTOO.
• ONMNT ANT VACNO LANE AI IOEIMI1 rOTN.
II 0
SOEV X�
(
TM. OSK
. OUr1a
L1
CONSURUCTKN ANT
POI 33 13 13-0611
ON 32 13 13-0142
2T
y....1 ..211i
t. N1ST.11. C0P041 c1..O0.T (SCC DCTAL - D.1S SKET) 1M+EM
LKvt*AT COPQ.CTS 70 SOCWAU*. PEACE EXPAN104 ANT rot
CONNECTION TO SLOT 0111E AT IA01 Of 3001044. D 011K
CA5TAUCT0ON EXTILOS ICYO TO NOW. PEAS 001ANSON ANT AT
LAOI a IDERAM TM[N PEACE CO 31M1/C110N ANT PO
33 13 13-0113 AT CONNECTION 11M MOM NM
OVMMT .0NT a ONKIIAT 4M1P • O00320L N TT'-(1' ODKRAY
Oar 00100 ANTS N 0DK Kama TO COAKIPONO rM
-ONTO) W ►AMMO.
3. IKNwrt 0CTO. 1NRu ODKRAY TO K 10u00 SAME 1N100E3.1
Al 01M:0T APPROACH. MO ►A10 F011 AS NIKO, APPROACH.
E71ITY10 0OC11A{A. IF ANY, O.4L K KMOKD AND ROKACEO.
♦ 0OM01 r Hoc 114011ION F01 0 10TMY DC INTO OUSTING
AIMA.. ► AMEN T. NMAC TRAN0TI01 3uK0ART TO NNE
C0111.WC104. NMAC MAIM TON KELO O KYO TO r WOG
11440110N ►AO ►ER TON ►01 AL1011 32 12 13.
L TK OAS IKA0 AT 114 GUTTER LNE MO AT ANT PONT 1171111
TO Fat OF 0OT*0 NNE M.IA NOT DC123 13 IC•CENT.
G. ALL COCK b.A.L K CLASS TA- PER SC0011 32 13 20.
11'-0' F011 31.OLE OYV.
10-0T FOR OOUKE Drf.
Q MOT[ 1
TA
MOONS r
cone vt/
=• ILK
r•32
010 /
KE
NOW 3
0.
f/il./11, ili/ii.
NEE
O1E
N4 A
aza 10400 )
---10-0. INN. 31O1E OW. --
lY-0• MM. 00O LE 0•A.
20-0' MK MOLE D•.
2T-r IOC 001.E DIIt.
PLAN VIEW
DMKtiAT PAY WIT
3AIiD DUMMY .NOWT
POI 3113 13-311
A —
II-11-11 II-1l-d �� �1 1 'i ool 11 ."
ilo
ICE NOTE N0A 3 -�, 'd 4. • .
COMPACTED
3UI0MACE PO
IEORCN 32 13 20
V1U'0111S 2' rout
rM /3 IMO•
11. 03:3311
CONOTIOC1104 JOINT
CO
OR 33 13 13-0112
1300110111
24• K.00f01ft 1ROM
RACK OF WOW PCO
maw A1}ROA01
3Q 1101E
11/ 0 W13. le
a.".
SECTION A -A
1r 110
—r
N�4
PIPOPOKD AIRNALT
PAWN; PO 7YNCAL
KAONAY Kt111011
CON301lCTION JOINT
►01 32 13 13-01111
Kt NOA 4 OR 32 13 13-3612
STA111IID DOORADE
FOI PRANG TTROL
!COON
3/ .AR3 • ir
0C.iK
N A 24• a10oM
0010. • 1r 0.0
Ca1PAC=
UCDOM 12 'ER
320
r 1—
4•
1H1:al
DOLE. COAINKI
IV =EAU
DRIVEWAY EXPANSION JOINT
13rA •011 30111. /MMO 08001E
0011100 10r IIA041/ rM
fUODK JONI TEAM A10
INDIUM Or. AMR PLUM
IOt A 13 13-0K7
13C MIL 010AN0
Kt0T( OR
CAP TO m Data
MO OE =awm
/AR 3,0
-- COMMON 2NR MTNOIT
!R SUPPORT SAIKET
32 13 13-0117
Or MIL
CLEARANCE
r N1.
3/ w1 • ir
r
CCIOACTED
SOMAS PLO
IEO110N 32 13 20
IAA
150MIL =DC OR CAP
TO MT DOOM ANDNAMED
DRIVEWAY EXPANSION CONSTRUCTION JOINT
(BETWEEN EXIST i PROP )
ORT WORT CONCCITY OF FORT WORTH, TEXAS
RETE RESIDENTIAL DRIVEWAY
APPROACH WITH RADIUS
- ASPHALT PAVING
REVISED: 08-31-2012
32 16 13-D528
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE.
2. SET GRADES TO CONVEY STORMWATER W1114IN R.O.W. OR EASEMENTS.
3. REVISE DETAIL AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN.
a. MODIFY DETAIL TO MEET SPECIFIC CONDITIONS.
PROPOSED ASPHALT
PANNG PER TYPICAL
SECTION
STABILIZED SUBGRADE
PER PAVING TYPICAL
SECTION
5-
1.-4 0"
36"--
PER FT.
sg
r ,
I V,"
#4. BARS
NEW CONSTRUCTION
TAMPED TOPSOIL
PER SECTION
32 SI 19
'-..:911E111=111E111E-11
1-7_11E11E111_7111-
5-
_• • ••••••• • ,
li--41117..--7-4J11-74
12"
COMPACTED ACCEPTABLE
NATIVE BACKFIU_ PER
SECTION 31 24 00
MINIMUM EXCAVATION
OUTLINE FOR STREET
CONSTRUCTION
x 24SMOOTH
DOWEL
TOP OF CURB —\
TOP OF PAVEMENT
PROPOSED
SUSGRADE
PER TYPICAL
ROADWAY
SECTION
•:••• • ...,•;••-:••• ••
12'
9- HmAG
TRANSITION
PER 3212 16
SEAL WITH
JOINT FILLER
/lEx‘r.//
7/ ASPHALT
77E2 4.
II 1E1 I FE-1-11
EXISTING SUBGRADE
EXPANSION JOINT, FORMED GROOVE
ROUNDED TO r RADIUS WITH 0
PREMOLDED EXPANSION JOINT ANO
SILICONE JOINT SEALANT
1Y." MIN.
A ANC
BAR STOP
SEE NOTE 1
13,4"
1'-4
4E- PER FT. c'
•
6•
6' OR 7'
CURB
• -•-c! .i•••:--::•••::::•-:;•• 7 I
DOWEL SLEEVE OR CAP
TO FIT DOWEL AND BE
SECURED
CURB AND GUI iR EXPANSION JOINT
FORT WORTH
STANDARD CURB AND GUTTER
r
EXISTING STREET
PROPOSED
SUBGRADE
PER TYPICAL
ROADWAY
SECTION
NOTF.
1. 200 LF MAXIMUM SPACING BETWEEN CURB
AND GUTTER EXPANSION JOINTS.
NOEL
1. MINIMUM WIDTH IS 2,-0".
MATCH EXISTING WIDTH UP TO 2'-6"
TAMPED TOPSOIL
PER SECTION
32 91 19
1111_1
•••:7_111_1 I 1=1 I 11 I_
El J
,7„;;,•/..2„: ,0••:"
3'
12'
=I ,
COMPACTED ACCEPTABLE
NAP& BACKFILL PER
SECTION 31 24. 00
MINIMUM EXCAVATION
OUTLINE FOR STREET
CONSTRUCTION
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
32 16 13-D534
NOTES TO DESIGNER:
1. DETAIL DEFINES PAY LIMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION.
EXPANSION
JOINTS
PER
32 13 13-0513
///1
9" HMAC
TRANSITION
PER SECTION
32 12 16
-0-9"-.
SEE
NOTE 4
COMPACTED
SUBGRADE
(SEE NOTE 2)
NOTES.
#4 BARS
18" O.C.B.W.
/ 24" HMAC
TRANSITION
/PER SECTION
32 12 16
PLAN VIEW
EXPANSION
JOINTS
PER
32 13 13-D513
SEE NOTE 4
INTERSECTING VALLEY
1" MAX OR AS DIRECTED BY
THE ENGINEER
8'-O" MIN.
(RESIDENTIAL STREETS)
SECTION A -A
9"
SEE
NOTE 4
1. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING
PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE TYPICAL
PAVING SECTION.
2. 6" FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION.
TYPE D OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED.
3. PAY UMITS FROM EXPANSION JOINT TO EXPANSION JOINT.
4. 9" AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC
TRANSITION BEYOND THESE UMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16.
5. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT).
FORTWow
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
CONCRETE VALLEY GUTTER
32 16 13-D530
CURB 3"
JiN"'l
Al!J !
2"
12" LONG # BAR
0 24" O.C.
CONCRETE
PAVEMENT
4" REDWOOD BOARD FULL
DEPTH OF SIDEWALK
THIS HALF OF DOWEL TO BE
COATED WITH ASPHALT.
2.-3"
SUP CAP
24" #4 SMOOTH ROUND
BAR 0 24" O.C. MAXIMUM
EXPANSION JOINT DETAIL
5' MIN.
SIDEWALK CROSS SLOPE
2% MAX 1.11
1 } I111=i1!=III-III
II�!II-II!�I� Li
A4 BARS el1B" COMPACTED
0.C.B.W. SUBGRADE TO
90% DENSITY
SECTION VIEW
SIDEWALK ADJACENT TO CURB
CURB —\�
12" LONG #4 BAR
D 24" G.C.
4' MIN.
SIDEWALK CROSSSLOPE 3"
zz Max..
1 ( IICII�!I�II
-
BARS 0 16"COMPACTED
0.C.B.W. S90SUBGRADEDENSITY TO
SECTION VIEW
SIDEWALK
14 BARS 0 16"
0.C.B.W. CONCRETE RAMP
7/[_____
S,EC11ON VIEW
RAMP TIE-IN AT PAVEMENT
COMPACTED
SUBGRADE TO
90% DENSITY
TOOLED GROOVE TO BE
d" DEEP
BOARD RY 40' (MAXFOR 4'
SIDEWALK AND EDOWELSVERY ION 50' (MAX) FORJOINT %MTHW5'OSIDEWALK AND AT ALL RADII POINTS
(SEE EXPANSION JOINT DETAIL)
NOTE
1. 'W-SIDEWALK WIDTH 4' MIN. 5' IF SIDEWALK
IS ADJACENT TO CURB, 0R GREATER AS
INDICATED ON THE PLANS.
CURB
12" LONG #4 BAR
0 24" 0.C.
FORT WORTH
MI
-- -f -I- �-f- H- -
-1- + -I
++-1-
14 BARS 0 16" 0.C.B.W.
PLAN
REINFORCED CONCRETE SIDEWALK
5'
3/4" CHAMFER —.,
TAMPED
B. I TOPSOIL
II —I
JSII�II
p4 BAR 0 12" O.C.—_y� ;..ir,I �, !
14 BAR 0 24" O.C. - i
2" CLEAR TYP.143
5:
FREE DRAINING
%.50 AGGREGATE
�._ CONTINUOUS LENGTH
r N ',- OF RETAINING WALL
3
L/
2" SCH. 40 PVC
WEEP HOLES 0
10'-0" 0.C.
SIDEWALK CROSS SLOPE
2z MAX.
1
4,
#4 BARS 0 1B"
0.C.B.W.
COMPACTED
SUBGRADE TO
90% DENSITY
m=
III__
ll11r
6" MIN.
SECTION VIEW
SIDEWALK ADJACENT TO CURB WITH RETAINING WALL
CITY OF FORT WORTH, TEXAS REVISED: 05-09-2013
SIDEWALK DETAILS
32 13 20-D546
SIDEWALK
TRANSITION
(TYP.)
EXPANSION JOINT
(TYP.)
6" CURB
(AS REQUIRED)
DETECTABLE WARNING SURFACE
PER 32 13 20—D545
NOTE:
1. IF THE DISTANCE FROM THE END
OF THE RAMP TO THE BACK OF
CURB IS GREATER THAN 5 FEET,
DETECTABLE WARNING SURFACE
SHALL BE PLACED ON THE LOWER
LANDING AT THE BACK OF CURB
AND RUN THE ENURE LENGTH OF
THE OPENING. SLOPE TO BE 2%
MAX. IN ALL DIRECTIONS.
SEE NOTE 1
4' MIN.
LANDING
(5' X 5' MIN.)
e •. + a + � + a
i
5' MIN.
RAMP
WIDTH
i
'.1
In
NON WALKING
SURFACE
z
6" CURB
FACE OF
CURB
LIMITS OF PAYMENT
FOR RAMP
1' RADIUS
DETECTABLE WARNING
SURFACE OPTIONAL LOCATION
(SEE NOTE 1)
CITY OF FORT WORTH, TEXAS
TYPE P-1 PERPENDICULAR CURB RAMP
REVISED: 08-31-2012
32 13 20-D540
EXPANSION JOINT
(TYP.)
6" CURB
(AS REQUIRED)
DETECTABLE WARNING SURFACE
PER 32 13 20—D545
NOTE:
1. IF THE DISTANCE FROM THE END
OF THE RAMP TO THE BACK OF
CURB IS GREATER THAN 5 FEET,
DETECTABLE WARNING SURFACE
SHALL BE PLACED ON THE LOWER
LANDING AT THE BACK OF CURB
AND RUN THE ENTIRE LENGTH OF
THE OPENING. SLOPE TO BE 2%
MAX. IN ALL DIRECTIONS.
F9RI
0
z
z
w
U)
r
5' MIN.
LANDING
(5' X 5' MIN.)
• i a
• 4 ai a a•4
4a a L v ate a a . . a4
4
5' MIN.
RAMP
WIDTH
FACE OF CURB
1n
z
OMITS OF PAYMENT
FOR RAMP
DETECTABLE WARNING
SURFACE OPTIONAL LOCATION
(SEE NOTE 1)
CITY OF FORT WORTH, TEXAS
TYPE P-2 PARALLEL CURB RAMP
(SIDEWALK ADJACENT TO CURB)
REVISED: 08-31-2012
32 13 20-D541
///--- 16' WHITE
STOP BAR
20'
d L
10' 30
4 0
\ Y
L▪ ' WHITE ` TYPE-CR L' (DIVIDED ROAD) 10'
TYPE 1-C 4' (UNDIVIDED)
RAISED PAVEMENT MARKER I
SKIP LANE LINE - PAVEMENT MARKING
40'
7 TYPE II -A -A 4' RAISED
PAVEMENT MARKER
O D
4' YELLOW
DOUBLE YELLOW LINE - PAVEMENT MARKING
X - 1.8 X SPEED LIMIT
(FEET)
20'
TYPE 1-C 4'
RAISED PAVEMENT
MARKER
❑ \d
B' MITE (TYP.)
O
` CURD, EDGE OF PAVEMENT,
OR YELLOW CENTERUNE
TURN BAY LANE LINE - PAVEMENT MARKERS
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. A 1/18' CHALK UNE SHALL BE USED TO MARK LOCATION OF
PAVEMENT MARKINGS TO BE PLACED ON PAVEMENT. AU.
PAVEMENT MARKINGS SHALL BE IN UNE WITH NO VARIANCES
OTHER THAN NECESSARY FOR PROPER AUGNMENT OF TRAVEL
LANES.
3. REFER TO THE PLANS FOR PAVEMENT MARKING MATERIAL TYPE
AND INSTALLATION METHODS.
4_ FOR TxDOT MAINTAINED FACILITES, REFER TO TxDOT PAVEMENT
MARKING STANDARDS
FORT WORTH
TYPICAL PAVEMENT MARKINGS
30'
4' YELLOW
TAPE II -A -A 4' RAISED
zr PAVEMENT MARKER
4' YELLOW
TWO-WAY LEFT TURN LANE - PAVEMENT MARKINGS
20'
Y_ 4' YELLOW
E' YELLOW (TIP.)
CENTER GORE AREA - PAVEMENT MARKINGS
20'
4' WHITE (TYP.)
/0. WHITE (TYP.)
CURB OR EDGE
OF PAVEMENT
CROSS HATCHING FOR MERGING/SHIFTING - PAVEMENT MARKINGS
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
32 17 23-D642
CROSSWALKS WITH LONGITUDINAL LINES
SHALL BE USED AT PEDESTRIAN
. CROSSINGS (MID -BLOCK CROSSINGS,
NON -PROTECTED CROSSINGS, IN
SCHOOL AREAS, AND PROTECTED
CROSSINGS).
9' MIN.
10' MAX.
24" T
24"
L
L12"
-24"
}48„
STANDARD CROSSWALKS AND
STOP BAR PAVEMENT MARKINGS
12-
r `I I`,i V V1Gry `7 % V G
NOTES:
3" MIN.
12" MAX.
YIELD LINES
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 THE 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 (TAS).
4. LONGITUDINAL CROSSWALKS LINES SHALL NOT BE PLACED IN THE WHEEL
PATHS.
5. FOR TxDOT MAINTAINED FACILITIES, REFER TO TxDOT PAVEMENT
MARKING STANDARDS.
6. CROSSWALK SPACING ASSUMES A 12 FOOT LANE WIDTH. REFER TO
NOTE #4 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
CROSSWALKS, STOP BARS
AND YIELD LINES
DIRECTION
OF TRAVEL
REVISED: 11-11-2013
32 17 23-D643
UFTING BOX
PLAN VIEW - FRAME AND COVER
PLAN VIEW - GRADE RINGS
HINGED COVER
PROFILE VIEW - COVER
OPENING
FRAME WIDTH
PROFILE VIEW - FRAME
CONCRETE COLLAR AS
REQUIRED PER MANHOLE
UD ASSEMBLY DETAILS
COLLAR SHALL EXTEND
AT LEAST 3" MIN.
BELOW MANHOLE TOP
OUTSIDE DIAMETER SHALL BE
GREATER THAN OR EQUAL TO
OUTSIDE DIAMETER OF FRAME
AND LESS THAN OR EQUAL TO
OUTSIDE DIAMETER OF
MANHOLE CONE OR TOP
INSIDE DIAMETER SHALL BE
EQUAL TO INSIDE DIAMETER
OF FRAME
(IL
NOTES:
1. PROVIDE HINGED FRAME AND COVER
WHERE INDICATED IN THE DRAWINGS
AND ON DETAILS.
2. UDS SHALL BE INTEGRALLY MARKED
INDICATING "WATER", 'SANITARY
SEWER', OR "STORM DRAIN" AS
DESIGNATED ALONG WITH FORT WORTH
LOGO PER SECTION 33 05 13.
3. ALL HINGED FRAMES AND COVERS
SHALL REQUIRE A WATER -TIGHT
GASKET.
4. FOR WATER AND SANITARY SEWER,
ALL TYPES OF FRAMES SHALL ALLOW
MINIMUM 30-INCH OPENING, UNLESS
OTHERWISE SPECIFIED IN THE
DRAWINGS.
5. FOR STORM DRAIN ALL TYPES OF
FRAMES SHALL ALLOW MINIMUM
24-INCH OPENING PER SECTION 33 05
13, UNLESS OTHERWISE SPECIFIED IN
THE DRAWINGS.
IF UD IS IN PAVEMENT,
ORIENT HINGE TOWARD
ONCOMING TRAFFIC
FRAME
COVER
IN TRAFFIC AREAS GRADE
RINGS SHALL BE CONCRETE,
OTHERWISE HDPE WILL ALSO
BE PERMITTED
MANHOLE OR VAULT
PER DRAWINGS
r RAM-NEK OR
/ EQUIVALENT (TYP.)
• \',
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
WATER -TIGHT HINGED MANHOLE FRAME,
COVER AND GRADE RINGS 33 05 13-D008
EXISTING HMAC
PAVEMENT
2' MIN.
(TYP.)
UNDISTURBED
SUBGRADE
EXISTING TREATED
SUBGRADE
ACCEPTABLE BACKFILL
OR AS REQUIRED BY
DRAWINGS PER SECTION
33 05 10
FQ4ORT
PLAN VIEW PROPOSED HMAC
PAVEMENT REPAIR
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
CONCRETE
COLLAR
SECTION VIEW
EXISTING HMAC
PAVEMENT
PAVEMENT REPAIR PER
ASPHALT PAVEMENT
TRENCH REPAIR DETAILS
AS INDICATED IN THE
DRAWINGS
<,- MANHOLE OR VAULT
•ijPER DRAWINGS
NOTES:
1. THIS DETAIL TO BE USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COMBINATION WITH PROPOSED MANHOLE
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
ASSEMBLY.
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING HMAC
PAVEMENT (FLAT TOP)
REVISED: 08-31-2012
33 05 13-D011
HMAC SURFACE OVERLAY (2014-2)
Project_Name Blk Limits Street Limits Procedure Qty/LM CD Mapsco
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
BIRCHMAN AVE 4100 - 4399 CLOVER LN - ASHLAND AVE FMOL 0.88 7 75L
BOSTICK ST 400 - 499 VALKUS 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 31M
DRIFTWOOD CT (N) 7800 - 7899 S CUL-DE-SAC - RANDOM RD POL 0.18 7 31M
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 1.79 7 31H
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 31M
TASMAN ST 700 - 799 HEMPHILL ST - KLEINERT ST POL 0.17 9 90V
THOMAS PL 2500 - 2799 PERSHING AVE - WEST FWY SR 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 - RANDELL DR POL 0.43 9 90T
W VICKERY BLVD 300 - 499 GALVESTON AVE - S JENNINGS AVE FMOL 0.6 9 77E
WALLINGFORD DR 6300 - 6399 CARDIFF AVE - CHEDLEA AVE POL 0.21 6 89X
WALRAVEN CIR 6000 - 6199 WEDGMONT CIR S - S HULEN ST POL 0.75 6 89T
10.85
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:
HOLE 1 Ashland Ave
LOCATION: 2016 Ashland Ave W/4
3.00" HMAC
4.00" Concrete (4199.0 PSI)
10.00" Light Brown Sandy Clay W/rocks
HOLE # 2
LOCATION: 1916 Ashland Ave C/4
3.00" HMAC
3.50" Concrete (3891.0 PSI)
10.00" Brown Sandy Clay W/rocks
HOLE #3
LOCATION: 1811 Ashland Ave E/4
5.00" HMAC
5.00" Concrete (4488.0 PSI)
8.00" Mainly rocks with Grey Sandy Clay
HOLE #1 Birchman Ave
LOCATION: 4336 Birchman Ave S/4
4.00" HMAC
5.00" Concrete (4778.0 PSI)
7.00" Light Brown Sandy Clay W/rocks
HOLE #2
LOCATION: 4311 Birchman Ave C/4
4.00" HMAC
5.00" Concrete (4705.0 PSI)
7.00" Brown Sandy Clay W/rocks
HOLE # 3
LOCATION: 4250 Birchman Ave N/4
3.00" HMAC
13.00" Greyish Brown Sandy Clay W/rocks
HOLE ## 4
LOCATION: 4200 Birchman Ave S/4
3.00" HMAC
5.00" Rocks
1
8.00" Dark Brown Sandy 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
3.00" HMAC
6.00" Concrete (4705.0 PSI)
6.00" Reddish Dark Brown Sandy Clay
HOLE # 1 S Jennings Ave
LOCATION:40'N of Pennsylvania Ave E/4
5.00" HMAC
3.00" Concrete (2895.0 PSI)
8.00" Black Sandy Clay w/rocks
HOLE # 2
!LOCATION: 20'S of Petersmith W/4
5.00" HMAC
7.00" Brown Sandy Clay W/rocks
4.00" Black Sandy Clay
HOLE # 3
pLOCATION:20'S of W Breadway Ave E/4
I 4.00" HMAC
6.00" Concrete (2751.0 PSI)
L 6.00" Black Sandy Clay
[HOLE # 4
LOCATION: 20'S of W Daggett Ave W/4
4.00" HMAC
6.00" Concrete (2229.0 PSI)
1.00" Brown Sandy Clay W/rocks
5.00" Black brown SandyClay
HOLE # 5
LOCATION: 30' N of W Jarvis W/4
4.00" HMAC
3.00" 2:27 (1302.0 PSI)
9.00" Brown Sandy Clay w/rocks
1HOLE # 1 El Campo Ave
LOCATION: 4036 El Campo Ave S/4
4.00" HMAC
4.00" Concrete (3904.0 PSI)
8.00" Black Sandy Clay w/rocks
HOLE # 2
T.JOCATION: 1011 El Campo Ave S/4
3.50" HMAC
2
5.50" Concrete (4157.0 PSI)
7.00" Dark Brown Sandy Clay w/rocks
HOLE # 3
LOCATION: 3927 El Campo Ave N/4
4.00" HMAC
5.00" Concrete (4561.0 PSI)
7.00" Brown Sandy Clay w/rocks
HOLE # 4
LOCATION: 3904 El Campo Ave S/4
4.00" HMAC
5.00" Concrete (3864.0 PSI)
7.00" Brown Sandy Clay w/rocks
HOLE # 1
Libbey Ave
LOCATION:20'W of Prevost N/4
9.00" HMAC
7.00" Brown Sandy Clay w/rocks
HOLE # 2
LOCATION: 20'E of Hervie S/4
9.00" HMAC
7.00" Lt Brown Sandy Clay w/rocks
HOLE # 3
LOCATION: 5416 Libbey Ave N/4
3.00" HMAC
5.00" 2:27 (1231.0 PSI)
8.00" Brown Sandy Clay w/rocks
HOLE # 4
LOCATION: 5500 Libbey Ave S/4
8.00" HMAC
8.00" 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 P1
LOCATION: 20'S of Pershing Ave W/4
4.00" HMAC
7.00" 2:27 (1158.0 PSI)
5.00" Lt Yellowish Brown Sandy Clay w/rocks
HOLE # 2
LOCATION: 20'N of Birchman E/4
4.00" HMAC
12.00" Brown Sandy Clay w/rocks.
HOLE # 3
LOCATION: 40'N of Calmont Ave C/4
3.00" HMAC
3
13.00" Brown Sandy Clay w/rocks
HOLE # 4
LOCATION: 30'N of W Freeway W/4
3.00" HMAC
3.00" Concrete (2895.0 PSI)
1 8.00" Black Sandy Clay w/rocks
fHOLE # 3
LOCATION:
5.00" HMAC
3.00" Lt Brown Sandy Clay W/rocks
10.00" Brown Sandy Clay w/rocks
!HOLE # 1 Lipscomb St
!LOCATION: 20'N of W Jarvis St W/4
3.00" HMAC
4.50" Concrete (2172.0 PSI)
8.00" Black Sandy Clayw/rocks
HOLE # 2
LOCATION: 20'S of Vickery Blvd E/4
9.00" HMAC
7.00" Reddish Brown Sandy Clay w/rocks
HOLE # 1 Tasman St
LOCATION: 701 :Tasman St
3.00" HMAC
13.00" Brown Sandy Clay
HOLE # 2
LOCATION: 720 Tasman St
4.00" HMAC
12.00" Brown Sandy Clay w/rocks
HOLE # 1
LOCATION: 4466 Cardiff Ave S/4
Cardiff Ave
9.00" HMAC
7.00" Brown Sandy Clay
HOLE # 2
LOCATION: 4450 Cardiff Ave C/4
8.00" HMAC
8.00" Dark Brown Sandy Clay
HOLE # 3
LOCATION: 4404 Cardiff Ave N/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
HOLE # 1 Wallingford ]Jr
LOCATION: 6305 Wallingford_Dr_E/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
4
5
HOLE #2
LOCATION: 6313 Wallingford Dr C/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
HOLE # 3
LOCATION: 6321 Wallingford Dr W/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
HOLE # 1 Walraven Cir
LOCATION: 6000 Walraven Cir N/4
4.00" HMAC
12.00" Dark Brown Sandy Clay w/rocks
HOLE #2
JLOCATION: 6017 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
5.00" Brown Sandy Clay w/rocks
HOLE #4
LOCATION: 6113 Walraven Cir N/4
7.00" HMAC
9.00" Brown Sandy Clay w/rocks
HOLE # 5
LOCATION: 6129 Walraven Cir S/4
6.00" HMAC
10.00" Brown Sandy Clay w/rocks
HOLE # 6
LOCATION: 6141 Walraven Cir N/4
13.00" HMAC
3.00" Brown Sandy Clay w/rocks
HOLE # 1 Topper St
LOCATION: 20'E of Randoll Dr S/4
4.00" HMAC
3.00" Dark Brown Sandy Clay W/rock
9.00" Lt Brown Sandy Clay w/rocks
HOLE # 2
LOCATION: 2040 Topper St N/4
3.00" HMAC
5.00" Brown Sandy Clay W/rocks
8.00" Dark Brown Sandy Clay w/rocks
HOLE # 3
LOCATION: 2025 Topper St S/4
4.00" HMAC
6
12.00" Lt Brown Sandy Clay w/rocks
HOLE #4
LOCATION:2000 Topper St N/4
1 5.00" HMAC
11.00" Brown Sandy Clay w/rocks
HOLE # 1 W Vickery Blvd
LOCATION: 20'W of Galveston Ave N/4
3.00" HMAC
N 7.00" Concrete (4214.0 PSI)
6.00" Lt Brown Sandy Clay w/rocks
HOLE #2
�LOCATION:20'E of St Louis C/4
3.00" HMAC
5.00" Rock and Sand
8.00" Dark Brown Sandy Clay
8 HOLE # 3
LOCATION: 30'E of Jennings Ave S/4
1 6.00" 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
Requested by: Kristian Sugrim
Tested by: Soil Lab
Superintendent
File
1
Project: WATER&SEWER
Project# 01435
DOE No:6492
Fund Code: 03
Contractor:
CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
REPLACE CONT 2009 WSM-D
HOLE # 1
LOCATION: 8948 Random Rd C/4
Random Rd
6.00" HMAC
10.00" Brown Sandy Clay w/gravel & rocks
ATTERBURG LIMITS: LL:34.9 PL:18.6 PI:16.3 SHRKG: 8.00
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
'LOCATION: 8920 Random Rd C/4
5.50" HMAC
6.00" Brown Sandy Clay w/rock & gravel
6.00" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL:34.1 PL:12.2 PI:12.4 SHRKG: 8.0%
MUNSELL COLOR CHART: 10 Yr. 8/2 Very Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 7913 Random Rd C/4
6.50" HMAC
10.00" Lt Brown Sandy Clay w/rock & gravel
ATTERBURG LIMITS: LL:35.3 PL:14.1 PI:21.2 SHRKG: 8.0%
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 w/rock & gravel
ATTERBURG LIMITS: LL:37.5 PL:17.7 PI:19.8 SHRKG: 11.00
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Shady Shore Ct
LOCATION: 7908 Shady Shore Ct C/4
3.00" HMAC
7.00" Brown Sandy Clay w/rock & gravel
6.00" Lt Brown Sandy Clay w/gravel
2
ATTERBURG LIMITS: LL:34.9 PL:15.2 PI:19.7 SHRKG:6.0%
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Timberwood Ct
LOCATION: 7808 Timberwood Ct
6.00" HMAC
10.00" Lt Brown Sandy Clay w/ gravel
ATTERBURG LIMITS: LL:34.5 PL:17.4 PI:17.1 SHRKG: 8.0%
MUNSELL COLOR CHART: 10 Yr.8/1 White Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Sugarland Dr
LOCATION:7809 Sugarland Dr C/4
5.00" HMAC
11.00" Lt Brown Sandy clay w/ Lg. rocks & gravel
ATTERBURG LIMITS: LL:31.7 PL:14.9 PI:16.8 SHRKG:7.0%
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE #1 Charter Oak Ct
LOCATION: 7806 Charter Oak Ct C/4
4.50" HMAC
7.00" Brown Sandy Clay w/Lg. rocks & gravel
5.00" Dark Brown Clay w/gravel
ATTERBURG LIMITS: LL:37.7 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
HOLE # 1
LOCATION:7808 Driftwood Ct C/4
Driftwood Ct
5.00" HMAC
11.00" Brown Sandy clay w/ Lg. rocks
ATTERBURG LIMITS: LL:38.8 PL:19.2 PI:19.6 SHRKG:10.0%
MUNSELL COLOR CHART: 10 Yr. 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
Approval:
Ryan Jeri
Routing:
Date Tested: 5/2/12
Requested by: Rakesh Chaubey
Tested by: Soil Lab
Superintendent
File
+'' ] TRANSPORTATION AND PUBLIC WORKS
BUS ES SU RT, IVIFQy, FT4
MBE REQUIRED DOCUMENTATION RECEIPT
Official Date and Time
)2-20-14A11:28 RCVD
Bid Date: \1 \ 3 )
Project Name: I \ M \\ C qaq-D.
Manager: \'`�r'( ipi
Project \e\i'AS-V\aki\
Forms Submitted By
Name:
Company: CiN\lrack\
Forms Received By:
Name: r%-r61 ,5h l7� r
FORT WORTH
PRIME COMPANY NAME::
JLB Contracting, LLC
PROJECT NAME:
HMAC 2014-2 Mill & Overlay
City's MBE Project Goal:
16%
02-20-14A11:28 RCVD
City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
Prime's MBE Project Utilization:
16.00%
ATTACHMENT 1A
Page 1 of 4
Check applicable block to describe prime
M/W/DBE X NON-M/W/DBE
BibDATE
February 13, 2014
PROJECT NUMBER
02226
Identify aII subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non -responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the M/VVBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non -responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas. Denton, Johnson, Parker, and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prirne contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered '1st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL ME3Es MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be bonafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA), or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks
from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30/12
FORT WOR,I,HATTACHMENT 1A
Page 2of4
SUBCONTRACTORISUPPLIER
Company Name
Address e M W s M
Telephone/Fax r B B B W
Atco Construction, Inc.
119 Conona Ct
Fort Worth, TX 76108
817-448-8007
817-448-8256
Cowtown Redi Mix
3401 Bethlehem Avenue
Fort Worth, TX 76111
817-759-1919
817-759-1716
JD's Trucking, LLC
5001 Brentwood Stair
Fort Worth, 76112
817-446-2060
817-446-1811
E E E
1X
2X
1X
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 firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that only certified MBEs will be counted to meet an MBE goal.
Detail Detail
Certification N
(check one) n Subcontracting Work Supplies Purchased Dollar Amount
Haul HMAC to
project
Haul raw
material to plant
site
Concrete
supplier to
Westhill
$96,956
$61,250
$98,455
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
2401 Handley Ederville
Fort Worth, Texas 76118
817-577-9299
817-577-9331
Texan Trucking
106 Indian Paint Dr
Justin, TX 76247
(214) 415-3564
1X
2
Grass Sod Sub $9,020
X Haul milled
HMAC from
project for
TexOps
$9,540
Rev. 5/30/12
FORT WORTH
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 firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that only certified MBEs will be counted to meet an MBE goal.
N Detail Detail
o Subcontracting Work Supplies Purchased Dollar Amount
n
Certification
(check one)
SUBCONTRACTOR/SUPPLIER T
Company Name
Address e M W S
Telephone/Fax r B B B
E E E
M
w
E3
E
American Striping 1 X Pavement
11551 Ravenview Rd Markings
Dallas, Tx 75253
972-557-8565
972-557-4450
TexOp Construction, LP 1
PO Box 427
Roanoke, Texas 76262
940-648-1455
940-648-1457
TX!
1341 West Mockingbird
Lane
Dallas, TX 75247-6913
1
ATTACHMENT1A
Page 3 of 4
$4,675
X Milling Sub $45,605
Raw Aggregate $79,405
& Cement
Supplier
Southern Asphalt 1 X Liquid Asphalt $267,097
3632 Lawnwood Street
Fort Worth, TX 76111
Wesl:hill Construction 1 X Miscellaneous
402 North Border Street Concrete Sub
Cleburne, TX 76031 `Inlets, Sidewalk,
C&G, etc.)
$480,910
Rev. 5/30/12
02-20-14A11 is ;�
ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers
Total Dollar Amount of Non -MBE Subcontractors/Suppliers
$289,581
$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
Change/Addition, Any unjustified change or deletion shall be a material breach of contract and may result in
debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed
explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail
explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements 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
of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating
on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not Tess 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.
Autherized Signature
Sr Vice -President
Title
JLB Contracting, LLC
Company Name
PO Box 24131
Address
Fort Worth, Texas 76124
City/State/Zip
James G. Humphrey
Printed Signature
Ron Stinson/Estimator
Contact Name/Title Of different)
817-261-2991 817-261-3044
Telephone and/or Fax
rstinson@jlbcontracting.com
E-mail Address
February 21, 2014
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 diem wages for each craft or type of worker needed to
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,
TO Fund/Account/Centers FROM Fund/Account/Centers
Submitted for Citv Manaaer's Office bv:
Oriainatina Department Head:
Additional Information Contact:
Fernando Costa (8476)
A. Douglas Rademaker (6157)
Eric Bundy (7598)
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator
Asphalt Distributor Operator
Asphalt Paving Machine Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Broom or Sweeper Operator
Bulldozer Operator
Carpenter
Concrete Finisher, Paving
Concrete Finisher, Structures
Concrete Paving Curbing Machine Operator
Concrete Paving Finishing Machine Operator
Concrete Paving Joint Sealer Operator
Concrete paving Saw Operator
Concrete Paving Spreader Operator
Concrete Rubber
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator
Electrician
Flagger
Form Builder/Setter, Structures
Form Setter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Front End Loader Operator
Laborer, Common
Laborer, Utility
Mechanic
Milling Machine Operator, Fine Grade
Mixer Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rough
Oiler
Painter, Structures
Pavement Marking Machine Operator
Pipelayer
Reinforcing Steel Setter, Paving
Reinforcing Steel Setter, Structure
Roller Operator, Pneumatic, Self -Propelled
Roller Operator, Steel Wheel, Flat Wheel/Tamping
Roller Operator, Steel Wheel, Plant Mix Pavement
Scraper Operator
Servicer
Slip Form Machine Operator
Spreader Box Operator
Tractor Operator, Crawler Type
Tractor Operator, Pneumatic
Traveling Mixer Operator
Truck Driver, Lowboy -Float
Truck Driver, Single Axle, Heavy
Truck Driver, Single Axle, Light
Truck Driver, Tandem Axle, Semi -Trailer
Truck Driver, Transit -Mix
Wagon Drill, Boring Machine, Post Hole Driller Operator
Welder
Work Zone Barricade Servicer
$10,06
$13.99
$12.78
$11,01
$ 8,80
$14.15
$ 9,88
$13,22
$12.80
$12.85
$13.27
$12.00
$13,63
$12,50
$13,56
$14,50
$10.61
$14.12
$18,12
$ 8,43
$11,63
$11,83
$13,67
$16.30
$12,62
$ 9.18
$10.65
$16,97
$11.83
$11,58
$15,20
$14,50
$14,98
$13,17
$10,04
$11.04
$14,86
$16,29
$11,07
$10.92
$11.28
$11.42
$12,32
$12.33
$10.92
$12,60
$12.91
$12.03
$14,93
$11,47
$10.91
$11.75
$12.08
$14,00
$13.57
$10.09
2008 PREVAILING WAGE RATES
CONSTRUCTION INDUSTRY
' Classification
AC Mechanic
AC Mechanic Helper
Acoustical Ceiling Mechanic
Bricklayer/Stone Mason
Bricklayer/Stone Mason Helper
Carpenter
Carpenter Helper
Concrete Finisher
Concrete Form Builder
Drywall Mechanic
Drywall Helper
Drywall Taper
Drywall Taper Helper
Electrician (Journeyman)
Electrician Helper
Electronic Technician
Electronic Technician Helper
Floor Layer (Resilient)
Floor Layer Helper
Glazier
Glazier Helper
Insulator
Insulator Helper
Laborer Common
Laborer Skilled
Lather
Painter
Painter Helper
Pipefitter
Pipefitter Helper
Plasterer
Plasterer Helper
Hrly Rate
$21.69
$12.00
$15.24
$19.12
$10.10
$16,23
$11.91
$13.49
$13.12
$14.62
$10.91
$13.00
$9.00
$20.20
$14.43
$19.86
$12.00
$20.00
$13.00
$18.00
$13.00
$14.78
$11.25
$10,27
$13.18
$16.10
$14.83
$8.00
$18.85
$12,83
$17,25
$12.25
Plumber
Plumber Helper
Reinforcing Steel Setter
Roofer
Roofer Helper
Sheet Metal Worker
Sheet Metal Worker Helper
Sprinkler System Installer
Sprinkler System Installer Helper
Steel Worker Structural
Concrete Pump
Crane, Clamsheet, Backhoe, Derrick, D'Line
Shovel
Forklift
Front End Loader
Truck Driver
Welder
Welder Helper
$20.43 $14.90 l 1
$10.00
$14,00
$10,00
$16.96
$12.31
$18.00
$9.00
$17.43
$20.50
$17,76
$12.63
$10.50
$14,91
$16.06
$9.75
Page 1 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
from pouring the ramp; if the contractor fails to complete the backfill within five (5) working days, a
$100 dollars liquidated damage will be assessed per block per day.
32 16 13 — Concrete Curb and Gutters: Contractor shall backfill behind the curb within five (5)
working days from the day of completing the curb and gutter, if the contractor fails to complete the
backfill within five (5) working days, a $100 dollars liquidated damage will be assessed per block per
day.
32 16 13 - Concrete Valley Gutters: Work shall be completed on each half within five (5) working
days; if the contractor fails to complete the work on each half within five (5) working days, a $100
dollars liquidated damage will be assessed per each half of the valley gutter per day.
02 41 15 - Pulverization: Shall be completed within 10 working days from the day of completing
"flat -work" on any street; if the contractor fails to complete the pulverization within the 10 days, a
$100 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.
02 41 15 — Speed Cushions: Shall be completed within 10 working days from the day of completing
the asphalt overlay on any street; if the contractor fails to install the speed cushions within the 10
days, a $100 dollars liquidated damage will be assessed per each per day.
33 05 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall
complete the adjustments within five (5) working days from the day of completing the asphalt
overlay on any street and the street shall be open to traffic within 10 working days; if the contractor
HMAC SURFACE OVERLAY (2014-2)
02226
Page 2 of 2
fails to install the speed cushions within the 10 days, a $100 dollars liquidated damage will be
assessed per each appurtenance per day.
32 17 25 — Painting Curb Addresses: : Painting shall be completed within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the work
within the 10 days, a $100 dollars liquidated damage will be assessed per block per day.
32 92 13 — Block Sod: Contractor shall complete the replacement within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding
within the 10 days, a $100 dollars liquidated damage will be assessed per block per day.
32 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. The contractor
shall complete micro -cracking, priming and overlaying of the modified street within five (5) working
days from modification. Failure to complete this work within the specified time, $100 liquidated
damage will be assesses per day per block.
HMAC SURFACE OVERLAY (2014-2)
02226
Page 1 of 3
Item No. 13:
ROADBOND EN 1 SOIL STABILIZER
Description. Mix and compact Roadbond EN 1 add -mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway.
Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
strength and stiffness. When applied as an add -mixture with cement, it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
significantly reduce the amount of reflective and block cracking that is commonly associated with
cement treated material.
Hydraulic Cement. Type I, IP, or II cement that meets the requirements of DMS-4600,
"HydraulicCement," at an application rate of 1.5%.
Water. Furnish water free of industrial waste and other objectionable material.
Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal)
content that will produce a stabilized mixture that meets the strength requirement shown on the plans.
The Engineer will determine the compressive strength of the proposed materials in accordance with
Tex-120-E, Part I. The mix will not include more than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
info@roadbondsoi1.com.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of
concentrated product with the water truck. Apply Roadbond EN 1/cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same working day. Do not
start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at
least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from
artificial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Dry Placing. Before applying cement, sprinkle the prepared roadway with diluted add -mixture
(Roadbond EN 1 or approved equal) until the desired quantity of diluted add -mixture (Roadbond EN
1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to
sprinkle the treated area with water until optimum moisture content is attained. Distribute the
HMAC SURFACE OVERLAY (2014-2)
02226
Page 2 of 3
required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering of
cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause
blowing cement to become dangerous to traffic or objectionable to adjacent property owners.
Slurry Placing. Sprinkle the prepared roadway with diluted add -mixture (Roadbond EN 1 or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add -mixture (Roadbond EN 1 or approved equal) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account for the moisture placed on the roadway with the add -mixture
Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce slurry
free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add -mixture (Roadbond EN 1 or approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurry uniformly by making successive
passes over a measured section of the roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the material, add -mixture (Roadbond EN 1 or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
materials during the mixing operation, as directed, to maintain optimum mixing moisture. Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non -slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the
plans or approved by the engineer, the pulverization requirement may be waived when the material
contains a substantial amount of aggregate.
Compaction. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans. Complete compaction within 2 hours after the application of the add -mixture
Roadbond EN 1 or approved equal/cement.
Sprinkle the treated material in accordance with Item 204, "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 II. Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex-103-E. Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit. On super -elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct
irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and re -compacting.
HMAC SURFACE OVERLAY (2014-2)
02226
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods.
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specified density and the failing test is no more than 3 lb. per cubic foot below the specified density.
Finishing. Immediately after completing compaction, clip, skin, or tight -blade the surface of the add -
mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved
location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is
attained. Add small increments of water as needed during rolling. Shape and maintain the course and
surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In
areas where surfacing is to be placed, trim grade deviations greater than 1/4 in. in cross section and
1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess
material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as
directed. Do not surface patch.
Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points
below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons
per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed.
Do not allow equipment on the finished course except as required to complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section to
traffic, unless otherwise shown on the plans or directed
Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price
bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer
products, finishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item.
HMAC SURFACE OVERLAY (2014-2)
02226
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS 2014-2
.
.
TPW PROJECT 1�t0: C293-541200-209620222683
ST1�ET �Y STREET QUAN'TITY DETERMINATION SPREAI)SHEET
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v�rnw �vaaw aav�w v��w v��a ���a w�w aaa �a3tir� vva a�a, �3ww TOTAL
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY Q`TY C�il( Q`�'Y C�`TY QiY QiY
2 LS Utilit Adjustment 0 0 0 0 0 0 0 0 0 0 0 Lum sum
3 LF Remove & Replace Existing Concrete Curb and Gutter 1,119 920 405 540 140 633 222 218 1,000 126 1875 7,198
4. LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Replace 6-Inch Concrete Driveway 935 2,312 50 225 252 836 254 0 622 0 24 5,510
6 SF Remove & Replace 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 0 0 100 0 0 100
7 SF Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Re lace 4-Inch Concrete Sidewalk 1,180 152 40 27 0 1,100 32 0 48 0 1000 3,579
9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 0 0 75 0 0 0 0 0 16 0 0 91
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
11 EA Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA 0 1 0 0 0 2 1 0 0 0 19 23
Rama (w/ detectable warnina dome-tile surfacel
12 EA �nstall New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 0 5 0 0 0 0 0 0 0 0 � 5
dome-tile surface)
13 SY Remove & Re lace Existing Concrete Valley Gutter 0 100 0 40 40 0 0 0 200 40 20 440
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
15 LF 6" Perforated Pi e Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Re lace 5-Ft. Storm Drain Inlet-To 0 3 0 0 0 5 0 0 0 0 0 g
17 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 0 0 1 0 0 0 0 0 0 0 1 2
18 SY 8-Inch Pavement Pulverization 0 0 3,214 1,890 1,709 0 5,511 0 14,161 1,196 0 27,681
19 TN 13 Ib/s Cement Modification 0 0 21 12 11 0 36 0 92 8 0 180
20 GA Roadbond EN 1 0 0 25 15 13 0 43 0 111 9 0 216
21 CY Unclassified Street Excavation 0 0 0 0 0 0 0 0 0 0 100 100
22 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
23 CY Asphalt Pavement and Base Repair 8 24 0 0 0 48 0 20 0 0 23 123
24 TN HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY Wed e Miling, 2-Inch to 0-Inch De th 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
26 EA Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
27 SY 2-Inch HMAC Surface Millin 2,142 6,105 0 0 0 3,010 0 1,190 0 0 9500 21,947
28 GA Crack Sealin of Existin HMAC Pavement 22 55 0 0 0 30 0 12 0 0 95 214
29 SY 2-Inch Surface Course Type "D" Mix 2,142 6,105 3,214 1,890 1,709 3,010 5,511 1,190 14,161 1,196 9500 49,628
30 EA Remove & Replace 30-Ft. Speed Cushion w/ Stripin 1 0 0 0 0 0 0 0 0 0 0 1
31 EA Remove & Replace 40-Ft. Speed Cushion w/ Stri in 0 0 0 0 0 0 0 0 0 0 0 0
32 LF 4" Solid White Thermoplastic Hot A plied Spray (HAS) Lane Lines 0 0 0 0 0 0 0 0 0 0 1800 1,800
33 LF 4" Solid Yellow Thermoplastic Hot Ap lied Spray (HAS) Centerline 0 100 0 0 0 0 0 0 0 0 1800 1,900
34 LF AWG Traffic Loop Detector Cable 0 0 0 0 0 0 0 0 0 0 200 200
35 EA Water Valve Box Adjustment With Steel Riser 0 3 0 0 0 1 0 2 0 0 3 g
36 EA Water Valve Box Ad'ustment with Concrete Collar � 0 0 2 0 0 0 3 0 2 0 0 7
37 EA Water Meter Box Ad'ustment 4 2 0 0 0 2 1 0 0 0 0 g
38 EA Manhole Adjustment With Steel Riser 0 3 0 0 0 0 0 1 0 0 3 7
39 EA Manhole Ad'ustment With Concrete Collar 0 0 3 1 1 1 0 0 2 1 0 g
40 EA Paintin House Addresses 20 22 2 7 4 18 4 70 10 3 0 160
41 SY Grass Sod Replacement 249 204 90 120 32 140 50 0 223 28 0 1,136
42 SF Retaining Wall 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monthiy Pickup of Bulky Items 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
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Tuesday Tuesday Friday Tuesday Tuesday Tuesday Wednesday Wednesday Tuesday Tuesday Wednesday
HMAC SURFACE OVE Y T VARIOUS LOCATIONS 2014-Z
.
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��a ��° 'o ��Ho °�w�ao �w 'o o°aao ��z� ���'o �A o o�o �Ao �Ao
�v�aa H��a Hawa, H��w HVAa, 3�7�w �v�w 3��� �aa, v�a �3Q, TOTAL
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY (,ZTy (�Ty
2 LS Utilit Adjustment 0 0 0 0 0 0 0 0 0 0 0 0
3 LF Remove & Re lace Existing Concrete Curb and Gutter 185 611 1,109 200 382 968 660 1,190 0 0 0 5,305
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Replace Existin 6-Inch Concrete Drivewa 0 747 226 500 366 223 303 408 0 0 0 2,773
6 SF Remove & Re lace 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 0 0 0 0 0 0
7 SF Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Replace 4-Inch Concrete Sidewalk 0 1,400 80 20 0 745 86 64 0 0 100 2,495
9 SF Remove & Replace 4-Inch Ex osed Aggregate SidewalkWalk 0 0 0 0 0 0 299 0 0 0 0 299
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
11 EA . Remove & Replace Existing Wheelchair Ramp and Install ADA 4-Inch 0 0 5 0 0 1 0 2 0 0 2 10
Ram w/ detectable warninq dome-tile surface)
12 EA nsta ew 4- nc ee c air amp w etecta e warning 0 0 0 0 0 1 0 0 0 0 0 1
do e-tile su ce
13 SY Remove & Replace Existing Concrete Valiey 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 0 0 0 0
15 EA Remove & Replacef 5-Ft. Storm Drain Inlet-Top 0 0 5 0 0 0 0 0 0 0 0 5
16 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 1 0 0 0 1
17 LF 6-Inches Perforated Pipe - Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch HMAC Pavement Pulverization 1,914 971 2,415 1,822 2,873 0 2,456 4,899 1,618 4,310 1,481 24,759
19 TON 13 Ib/sy Cement Modification 12 6 16 12 19 0 16 32 11 28 10 161
20 GA Roadbond EN 1 15 8 19 14 22 0 19 38 13 34 12 193
21 CY 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
23 CY HMAC Pavement and Base Re air 0 0 0 0 0 139 0 0 0 0 0 139
24 TON HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
26 LF Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 � 0
27 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 4,257 0 0 0 0 0 4,257
28 GAL Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 43 0 0 0 0 0 43
29 SY 2-Inch Surface Course Ty e"D" Mix 1,914 971 2,415 1,822 2,873 4,257 2,456 4,899 1,618 4,310 1,481 29,016
30 EA Remove & Re lace 30-Ft. Speed Cushion w/ Striping 0 0 0 0 0 0 0 0 0 0 0 0
31 EA Remove & Replace 40-Ft. Speed Cushion w/ Striping 0 0 0 0 0 0 0 0 0 0 0 0
32 LF 4" Solid White Thermoplastic Hot A plied Spray HAS) Lane Lines 0 0 0 0 0 800 0 0 0 0 0 800
33 LF 4" Solid Yellow Thermoplastic Hot A lied Spray HAS Centerline (s) 0 0 200 0 0 800 0 0 0 0 0 1,000
34 LF AWG Traffic Loo Detector Cable 0 0 0 0 0 800 0 0 0 0 0 800
35 EA Water Valve Box Adjustment with Steel Riser 0 0 0 0 0 2 0 0 0 0 0 2
36 EA Water Valve Box Adjustment with Concrete Coliar 0 0 1 0 1 0 0 2 1 1 2 8
37 EA Water Meter Box Adjustment 0 0 0 0 0 0 0 0 0 0 8 8
38 EA Manhole Adjustment with Steel Riser 0 0 0 0 0 2 0 0 0 0 0 2
39 EA Manhole Adjustment with Concrete Collar 1 2 4 1 2 0 2 1 1 1 5 20
40 EA Painting House Addresses 0 16 0 6 9 0 10 17 0 0 0 58
41 SY Grass Sod Re lacement 42 72 246 45 219 0 145 265 0 0 30 1,064
42 LS Re-Mobilization 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the 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 Friday Friday Wednesday Wednesday Wednesday
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