HomeMy WebLinkAboutContract 44573 (2)�.
. � � ' � � '
,.�.,, -
:„
YROJECT MANU�L
FOR
THE CONSTRUCTION OF
1iN5 C0� FOR:
�_ CONTRACTOR
__CONT�ACTOR'S �QNDINGCO.
�� CITY SECitETARY
�� qTY MANAGER'S OFFICE
�_.EI�IMEERIkG DN.
�� TIrMI • FILE �APY
._.__
��
HMAC SURFACE OVEI2LAY (2013C�SECRETARV , �
RACT N0. �
At Various Locations
Ciiy Project Na. 02098
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works T�epartment
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUL�LIC WORKS
2013
o����a�� �E�c��
��� ��������
��'. ��`��.�"�� i�
�i�'��'IV�� JUN 2 � �Oi3
� ��o�..�q,
�.�� �,� .d,, aa
�+f�� �,``ysn«aa'p�.r.��-'�'���'
��"p°N Y� . �a�� f
� 5[ p � R �
f dt u
�/1 N�. q ry n� u s e 1 o e�� a s � R�i
�� ����~Q� �;�'j$��c����`��.�o��a
y� Y,; .
r��ge `� °� t:.d'��� „a �{t�
1 �+ 4 } �y� � �
�R �w A?..A.VI'"M-w4C.YlV�� li�ii
'� ?��`�/.3
M&C Review
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA FORT� ��
COUNCIL ACTION: Approved on 5/14/2013
� ._
IL
DATE:
CODE:
SUBJECT:
5/14/2013 REFERENCE C-26257 LOG NAME: 2020HMAC SURFACE
NO.: OVERLAY 2013-5
C TYPE: NON- PUBLIC NO
CONSENT HEARING:
Authorize Execution of a Contract with JLB Contracting, LLC., in the Amount of
$1,341,343.06 for Hot Mix Asphaltic Concrete Surface Overlay 2013-5 at Multiple
Locations Throughout the City of Fort Worth (COUNCIL DISTRICTS 3, 5, 7, 8 and
9)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with JLB Contracting,
LLC., in the amount of $1,341,343.06 for 180 calendar days for Hot Mix Asphaltic Concrete Surtace
Overlay 2013-5 at multiple locations as listed on the attachments.
DISCUSSION:
This project is a part of the Contract Major Maintenance Program which provides for the rehabilitation
of deteriorated asphalt streets. Various pavement repair techniques are utilized depending upon the
level of pavement deterioration. This contract will provide for asphalt overlay of multiple street
segments. Funding for this contract is included in the Contract Street Maintenance Fund.
The project was advertised for bid in the Fort Worth Star-Teleqram on March 7, 2013 and March 14,
2013. On March 28, 2013, the following bids were received:
Bidder Amount
JLB Contractin , LLC. $1,341,343.06
Peachtree Construction, Ltd $1,358,588.50
Advanced Pavin �—$1,437,644.63
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.
M/WBE Office: JLB Contracting, LLC, is in compliance with the City's BDE Ordinance by committing
to 16 percent MBE participation on this project. The City's MBE goal on this project is 15 percent.
These projects are located in COUNCIL DISTRICTS 3, 5, 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 Contract Street Maintenance Fund.
TO Fund/Account/Centers
Page 1 of 2
FROM Fund/Account/Centers
C293 541200 209620212683 $1,341,343.06
Submitted for City Manager's Office bv: Fernando Costa (8476)
http://apps.cfwnet.org/council�acket/mc review.asp?ID=18390&councildate=5/14/2013 5/31/2013
M&C Review
Page 2 of 2
Originatinq Department Head: • Douglas W. Wiersig (7801)
Additional Information Contact: Kristian Sugrim (8902)
ATTACHMENTS
20HMAC 2013-5 MAP PAGE 1.pdf
20HMAC 2013-5 MAP PAGE 2.pdf
20HMAC 2013-5 MAP PAGE 3.pdf
I � �,�'
_ s•`;
t., �
� ' i:. .c-'` . �
x � �'� � �•�`7
:�� ��� �� � r�„�
�,
� � � � �.'�� �` 'x ,�
�-�� �;.��
� r �
`� ' �.T� � �� '`��
� r �.� x,��, � �•fa;�'� ���
.� :�.-. .-��^:`- �°�` �,a
11 � .
�E ..
l�
��
��
ll
:,f
L
,�
1'_
, http://apps.cfwnet.org/council�acket/mc review.asp?ID=18390&councildate=5/14/2013 5/31/2013
00 00 00 - �
TABLr Or CONTENTS
Yage I of 2
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
S�CTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 OS 10 Mayor and Council Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Biddeis
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Noiu�esident Bidder
00 45 11 Bidders Pre-qualifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of ulsurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division Ol - General Requirements
O1 11 00 Summaiy of Work
O1 31 19 Preconstruction Meeting
Ol 31 20 Project Meetings
Ol 32 16 Construction Progress Schedule
Ol 32 33 Preconsh•uction Video
O1 45 23 Testing and Inspection Seivices
O1 50 00 Temporary Facilities and Controls
O1 55 26 Street Use Permit and Modifications to Traffic Control
O1 58 13 Temporaiy Project Signage
O1 70 00 Mobilization and Remobilization
O1 71 23 Construction Staking
Ol 74 23 Cleaning
O1 77 19 Closeout Requirements
O1 78 39 Project Record Documents
Division 02 - Existing Conditions
02 41 15 Paving Removal
Division 31- Earthwork
31 23 16 Unclassified Excavation
Division 32 - Exterior Improvements
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2013-5)
Ciry Project No. 02098
000000-2
TABLE OP CONTENTS
Page 2 of 2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
32 11 33
32 12 16
32 12 73
32 13 20
32 16 13
32 17 23
32 91 19
32 92 13
Cement Treated Base Couises
Asphalt Paving
Asphalt Paving Cracic Sealants
Concrete Sidewalks, Driveways and Barcier Free Ramps
Concrete Curb and Gutters and Valley Gutters
Pavement Marlcings
Topsoil Placement and Finishing of Parlcways
Hydro-Mulching, Seeding, and Sodding
Division 33 - Utilities
33 OS 14 Adjusting Manlloles, Iillets, Valve Boxes, and Other Struchai•es to Grade
33 OS 17 Concrete Collars �To be completed in ear�ly 2012.J
Division 34 - Ti•anspo►•tation
34 71 13 Traffic Control
Technical Specificatioiis tisted below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
htps:Uprojectpoint.buzzsaw.com/client/fortwoi�th�ov/Resources/02%20-
%20Construction%20Documents/Specifications
Division 99 — Special Technical Specifications
9999.0001 Miscellaneous Constcuction
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsm�face and Physical Conditions
GC-4.04 Undei•ground Facilities
GC-4.06 Hazardous Environmental Condition at Site
��-6�8b�1—n�t6r:�—�.xr,,,,,o.-, n.,,.,oa u„�;,,o�., �,,,�,.�.:.,� r i•,.
GC-6.07 Wage Rates
GC-6,09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
SP-01 Special Provisions
SP-02 Roadbond EN 1 Soil Stabilizer
• `�IZ�10F.`i DC-� [�7►)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2013-5)
Ciry Projec! No. 02098
000510-1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
1 S�CTION 00 OS 10
2 MAYOR AND COUNCIL COMMUNICATION (M&C)
3
4
5
6 �Assembler; For Co�aCract Documei�t execiitio�z, f°e�nove this page and replace with the approved
7 M&.0 for lhe awat�d of tlze pi^oject. M&C inser�� sha(I be or� bla�e paper.J
8
9
10
11
12
13
14
15
16
17
18
19
20
END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
00 os � s - �
ADDENDA
Page 1 of 1
1
2
3
4
S
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
SECTION 00 OS 15
ADDENDA
[Assenabler: For� Contr�act Document execzrtion, rer��ove tl�is perge aizd r�eplace i-vith cn�y addenda
isstred din�ing biddii�g.J
�►i 11�7�1T.y�� [�7►1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECtFICATiON DOCUM�NTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
001113-1
INVITATION TO BIDDERS
Page 1 of 2
1
2
3
�
5
6
�
8
9
10
11
12
13
14
15
16
SECTION 00 11 13
INVITATION TO BIDDERS
�c�ciPT or Bins
Sealed bids for the construction of HMAC SURFACE OVERLAY (2013-5), 02098, will be
received by the City of Fort Wo��th Purchasing Office:
City of Fort Worth
Purchasing Division
1000 Throcktnorton Sh�eet
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, March 28, 2013, and bids will be opened publicly and read aloud
at 2:00 PM CST in the Council Chambers,
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following:
20,290 S.F.
290 L.F.
43,870 S.Y. 2" HMAC Surface Course, Type D
14,015 L.F. Remove and Replace Existing Curb & Gutter
34,745 S.Y. 8" Pavement Pulverization
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
8,600 S.Y
275 GAL.
1,220 S.F
Remove and Replace Existing Concrete Driveway
New Concrete Curb and Gutter
2" Surface Milling
RoadBond EN1Soi1 Stabilizer
Remove and Replace Concrete Sidewalk
PREQUALIFICATION
The improvements included in this project, which require prequalification, must be performed by
a contractor who is pr�equalified by the City at the time of bid opening. The procedures for
qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Wo��th's Purchasing Division website at http,//www.fortworth ov,or�/purchasin�/ and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractois and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased fi�om:
Pamela Forehand, 817-392-7913, City of Fort Worth, Transportation and Public Works, 1000
Throckmorton St., Fort Worth, TX 76102
The cost of Bidding and Contract Documents is: $30.00
CITY OF FORT WORTH
STANDARb CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-5)
02098
0011 13-2
INVI'tATION TO BIDDERS
Page 2 of 2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
PZ2EBID CONFEI2�NCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DAT�: Tuesday, Marcti 19, 2013
TIME: 9:00 A.M.
PLACE: T��ansportation and Public Worlcs, 1000 Throckmorton St., RM#: 270, Fort
Worth, TX 76102
LOCATION: Municipal Building, 2°`� Floor
CITY'S RIGHT TO ACCEPT OR R�J�CT BIDS
City rese�ves tlie i•ight to waive irregularities and to accept oi• reject bids.
INQUIRI�S
All inquiries relative to this procurement should be addcessed to the following:
Attn: I�•istian Sugrim, City of Fort Woi�th
Email: Kristian,Sugrim@fo►-tworthteYas.gov
Phone: 817-392-8902
ADV�RTIS�MENT DAT�S
March 7, 2013
March 14, 2013
25 END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overiay (2013-5)
02098
00 21 13 - I
INSTRUCTIONS TO BIDDERS
Page 1 of 9
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1, Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any peison, firm, partnej•ship, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the worlc contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1,2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting fi•om the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received from contractois who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work types and documentation are as follows:
3,1.1. Paving — Requirements document located at;
https://proj ectpoint.buzzsaw. com/fortwoi�thgov/Resources/02%20-
%20Constiliction%20Documents/Contractor%20Prequalification/TP W%20Pav ing
%20Contractor%20Prequalification%20Pro�ram/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PA V ING%2000NTRACTORS.PDF?pu bl ic
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at;
3.1.3. Water and Sanitazy Sewer — Requirements document located at;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overiay (2013-5)
02098
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.2. Each Bidder unless curreutly prequalified, must be prepared to submit to City within
2 seven (7) calendar days prior to Bid opening, the documentation ideutified in Section 00
3 45 11, BIDDERS PREQUALIFICATIONS.
4
5 3.2.1. Submission of and/or questions i•elated to pi•equalification should be addressed to
6 the City contact as provided in Paragraph 6.1.
7
9 3.3. The City reserves the right to reqttire 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 equipmeiit records,
12 information about key peisonnel 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 qttality product and successfully complete projects for the amount bid within
15 the stipulated time fi�ame. 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 cequested, may be grounds
18 for rejecting the apparent low bidder as non-responsive. Affected contractois 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 Contcact 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 Doeuments and other related data
29 identified in the Bidding Documents (iucluding "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 bivding upon the City.
33
34
35
36
37
38
39
40
4.1,2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progcess, performance or f�u•nishing of the
Work.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, perfo�mance or furnishing of the Worlc.
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 structu�•es at the Site (except Underground Facilities) that
45 have been identi�ed in the Contract Documents as containing reliable "teclmical
46 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
47 at the Site that have been identified in the Conti•act Documents as containing
48 reliable "technical data."
49 '
CITY OF FORT WORTH HMAC Surface Overlay (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised November 27, 2012
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.6. Be advised that the Contract Documents on file witl� 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 achially 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 Irnowledge 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 necessai•y 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 necessa�y 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 thai the
24 Bidder has made the investigation, exarninations 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 Conh�act Documents and such other related documents. The Contractor
31 shall not take advantage of any gross ei�ror or omission in the Contract Documents,
32 and the City shall be permitted to make such corrections or interpretations as may
33 be deemed necessa�y 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 sw•face and
44 subsurface structures (except Undeiground 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 HMAC Surface Overlay (2013-5)
STANDARb CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised November 27, 2012
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.3. copies of such reports and drawings will be made available by City to any Biddei•
2 on request. Those repoi•ts and drawings may not be pai-t of the Contract
3 Documents, but the "techuical data" contained therein upon which Bidder is entitled
4 to rely as pi•ovided in Paragraph 4.02, of'the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplemeirtaiy Conditions. Bidder is
6 responsible for any interpretation or conclusion dr•awn fi•ou1 any "technical dat�" or
7 any other data, interpretations, opinions or information.
8
9 4.3. The submission of a Bid will coustitute an incontcovertible represeutation by Bidder (i)
10 that Bidder has complied with eveiy requirement of this Paragraph 4, (ii) that without
11 exception the Bid is premised upon performing and furnishing the Worlc required by the
12 Contract Documents and applying the specific means, methods, techniques, sequences or
13 procedui•es of construction (if any) that may be shown or indicated or expressly required
14 by the Conh•act 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., l�ave not been resolved through the intei•pretations by Ciry as described in
18 Paragraph 6., and (iv) that the Conti•act Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the
20 Worlc.
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 Wo�•Ic, 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 Woi•k
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. Easemeirts for permanent structures or permanent changes in existing
35 facilities ai•e to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents.
37
38
39
40
41
42
43
5.2, Outstanding t�ight-of-way, easements, and/or pei•mits to be acquired by the City are listed
in Paragraph SC 4.01 of the Supplementaiy Conditions. In the event the necessaiy right-
of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
the award of contract at any time before the Bidder begins any construction work on the
pt�oject,
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 OP FORT WORTH
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-5)
02098
00 21 13 - 5
INSTRUCTIONS "I'O BIDDI;RS
Page 5 of 9
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
6.1. All questions about the meaning or intent of the Bidding Documeuts are to be directed to
City in writing on or befoi•e 2 p.m., the Monday prior to the Bid opening. Questions
received after this day may not be responded to. Interpretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clari�cations will be without legal effect.
Address questions to:
City of Fort Woi�th
1000 Throcl<moi�ton Street
Fort Worth, TX 76102
Attn: Kristian Sugrim,Transportation & Public Works
Fax: 817-392-8092
Email: Kristian.Sugrim@Fortworthtexas.govPhone: 817-392-8902
6.2. Addenda may also be issued to modify the Bidding Docurnents as deemed advisable by
City.
Addenda or clarifications may be posted via Buzzsaw at:
6.3. <https://projectpoint.buzzsaw.com/client/foi�tworthgov/Infi�ashucture%20Projects/02098%20-
%20HMAC%20Surface%200verlay%20%282013-5%29>.
6.4. A prebid conference may be held at the time and place indicated in the Advei�tisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statemeuts may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
the requirements of Paragraphs 5.01 of the General Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final conn•act execution.
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or inco�porated therein by reference to the
attached Bid Form.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-5)
02098
00 21 13 - 6
INSTRUCTIONS TO BIDDERS
Page 6 of 9
1 9. Liquidated Damages
2 Provisions for liqliidated damages are set forth in the Agreement.
3
4 10. SuUstitute ancl "Or-Equal" Items
5 The Contract, if awarded, will be on the basis of materials and equipment described in tl�e
6 Bidding Documents without consideration of possible substitute or "or-equal" items,
7 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
8 equal" item of matei•ial or equipment may be furnished or used by Contractor if acceptable to
9 City, applieation for such acceptauce will not be considered by City until after the Effective
10 Date of the Agreement. The procedui•e for submission of any such application by Contractor
I 1 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General
12 Conditions and is supplemented in Section O1 25 00 of the Genei•al Requirements.
13
14 11. Subcontractors, Suppliers and Others
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
11.1. In accordance with the City's Business Diveisity Enterprise Ordinance No. 20020-
12-2011 (as amended), the City has goals for the participation of tninority business
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained fi•om the Office of the City Secretaiy. The Bidder shall submit the MBE aud
SBE Utilization Form, Subcontractor/Suppliei• Utilization Form, Prime Co�ltractor
Waiver Foi•m and/or Good Faith Effort Form with documentation and/or Joint
Venture Form as appropriate. The Forms including documentation must be ceceived
by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
opening date. The Bidder shall obtain a receipt fi•o�n the City as evidence the
documentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or oiganization against whom Contractor has reasonable objection.
12. Bid Form
12.1. The Bid Form is included with the Bidding Docurnents; additional copies may be
obtained from the City.
12.2. All blanks on the Bid Form must be completed by printing in inlc and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
price itern listed therein. In the case of optional alternatives, the wot�ds "No Bid,"
"No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
written in inlc in both words and numerals, fot• which the Bidder proposes to do the
work contemplated or furnish materials required. All pl�ices shall be written legibly.
In case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern,
46 12.3. Bids by corporations shall be executed in the corporate name by the president or a
47 vice-president or other coi•porate officer accompanied by evidence of authority to
48 sign. The corporate seal shall be af�xed. The corporate address and state of
49 incoiporation shall be shown below the signature.
50
CITY OF FORT WORTH HMAC Surface Overlay (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised November 27, 2012
00 21 13 - 7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
12.4. Bids by partnerships shall be executed in the partuership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership sl�all be shown below the
signature.
12.5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The state of formation of
the firm and the official address of the frm shall be shown.
12.6. Bids by individuals shall show the Bidder's name and official address.
12.7. Bids by joint ventures shall be executed by each joint ventw•er in the manner
indicated on the Bid Form. The official address of the joint venture shall be shown.
12.8
12.9.
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nom�esident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Number, Project title, the name and address of Bidder, and
accompanied by the Bid security and other required documents. If the Bid is sent through the
mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation "BID ENCLOSED" on tl�e face of it.
14. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate document duly executed in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids, After all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a withdrawal request has been
properly filed may, at the option of the City, be returned unopened.
14.2. Bidders may modify their Bid by electconic communication at any time prior to the
time set for the closing of Bid receipt.
CITY OF FORT WORTH HMAC Surface Overlay (2013-5)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 02098
Revised November 27, 2012
00 21 13 - 8
1NSTRUCTIONS TO I3IDDERS
Page 8 of 9
1 15. Opening of Bids
2 Bids will be opened and read aloud publicly at the place where Bids ai•e to be submitted. An
3 abstract of the amounts of the base Bids and major alternates (if any) will be made available
4 to Biddeis after the opening of Bids.
5
6 16. Bids to Remain Subject to Acceptance
7 All Bids will remain subject to acceptance for the time period specified for Notice of Award
8 and execution and delivery of a complete Agreement by Successful Bidder, City may, at
9 City's sole discretion, release any Bid and nullify the Bid security prior to that date,
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced oi• conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to malce an award to that Bidder, whether because the Bid is
not responsive oc the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the ��ight to waive infoi•malities not involvnig pi•ice, contract time or changes in the
Woi•lc with the Successful Bidder. Discrepa�icies between the multiplication of units
of Worlc and unit prices will be resolved in favor of the unit prices. Disci•epancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor oi the woi•ds.
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Biddeis, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a pi•evious
contract, Bidder has performed a prior contract in an unsatisfactoiy maimer, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional woi•k if awarded.
17,2. City may consider the quali�cations and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those poi�tions of the Work as to which
the identity of Subcontractors, Suppliei•s, and other pe�sons and organizations must
be submitted as provided in the Contract Documeuts or upon the request of the City,
City also may consider the operating costs, maintenance requirements, performance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work wl�en such data is required to be submitted prior to the
Notice of Award.
43 17.3. City may conduct such investigations as City deems necessaiy to assist in the
44 evaluation of any Bid and to establish the responsibility, qualifications, and �nancial
45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
46 organizations to perform and furnish the Work in accordance with the Contract
47 Documents to City's satisfaction within the prescribed time.
48
49 17.4. Contractor shall perform with his own organization, work of a value not less than
50 35% of the value embraced on the Contract, unless otherwise approved by the City.
51
CITY OF PORT WORTH HMAC Surface Overlay (2013-5)
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 02098
Revised November 27, 2012
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Biddei• whose eval��ation by City indicates that the award will be in the
best interests of the City.
17,6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
contcact to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresident's principal place of
business is located.
17.7. A conh�act is not awarded until foi•mal City Council authorization. If the Conh�act is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required mimber of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certi�cates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor,
�ND OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-5)
02098
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. eth ics. state.tx. us/forms/C I Q. pdf
http://www.ethics.state.tx. us/forms/CIS, pdf
�
0
�l
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
Company Name Here By: Printed Name Here
Address Here
Address Here or Space
City, State Zip Code Here
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Signature:
Title: Title Here
00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.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.fic. us/forms/C IQ.pdf
http://www.ethics.state.fic. us/forms/CIS. pdf
0
■
0
■
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
By: James G Humphrey
Signature: � �;�<�-,v ✓ �� _�J�- �''�
,�j
Title: Sr Vice President
2013-5 Bid Proposal Workbook Add1
00 41 00
BID FORM
Page 1 of 3
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:
HMAC SURFACE OVERLAY (2013-5)
MULTIPLE LOCATIONS
City Project No.: 2098
Units/Sections: PAVEMENT IMPROVEMENT
1. Enter Into Agreement
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
STANOARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 2013-5 Bid Proposal Workbook Add1
0o ai o0
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
HMAC Surface Overlay Heavy Maintenance and all items directly associated with the paving.
a.
' b.
c.
�
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 180 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 2013-5 Bid Proposal Workbook Add1
0o a� o0
BID FORM
Page 3 of 3
$0.00
$0.00
$0.00
$0.00
$1,341,343.06
This Bid is submitted on Thursday, March 28, 2013 by the entity named below.
6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete>
Total Base Bid <use this if applicable, otherwise delete>
Alternate Bid <use this if applicable, otherwise delete>
Deductive Alternate<use this if applicable, otherwise delete>
Additive Alternate <use this if applicable, otherwise delete>
Total Bid
7. Bid Submittal
Respectfully submitted,
By: �-�i'�-'�� � -� .,-.�-�_'_Z.�,
(Signature)
James G Humphrev
(Printed Name)
Title: Sr Vice President
Company: JI.B Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas
State of Incorporation:
Email:
Phone: 817-261-2991
Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Corporate Seal:
o`,t1111i11/,'t
``°e ��'C S'b'''s
o`a pw �°�•oo o' .�'�''s
V
o � •• �� �` Y o
�Ca '�' �Zo.
r � Q • h' �
� a ' C� �
s2o.• OJ �d?�o�
� . . �
', �. . � �
°'••.o..o••'°�Q. a�
'�'��� I 11 t 1 `194°���
2013-5 Bid Proposal Workbook Add1
ou a2 as
BID PROPOSAL
Page t of 2
sccTtorr oo az aa
PROPOSALFORM
UNIT PRICE BID
Project Item Information
Bidlist
Item No. Description
1 3305.0108 Misceilaneous Adjustments (Utilities)
2 9999.0000 Remove / Replace Concrete Curb and Gutter
3 3216.0102 New 7"Concrete Curb and Gutter
4 9999.0000 6" Remove/ Replace Concrete Driveway
_ _.. _ _ _. __ _
5 3213.0401 New 6" Concrete Driveway
__ _ _
6 3213.0451 Remove / Replace Exposed Aggregate Driveways
7 9999.0000 Remove / Replace Sidewalk
g 3213.0351 Remove / Repiace Exposed Aggregate Sidewalk
_ _. _..... __._
g 9999.0000 Remove / Replace existing ramps with standard ADA ra
_ _. _ _ _ .
� p 9999.0000 New ADA ramps (with detectable warning dome -tile
11 9999.0000 RemovelReplace Concrete Valley Gutter
__ __ __ .
�2 3216.0301 6" Concrete Vailey Gutter
_ . ___ __ _
13 3305.0108 Miscellaneous Structure Adjustment (5' Storm Drain Iniet
__. _ . __ _. _ .. __ . . ...._
14 3305.0108 Miscellaneous Structure Adjusiment (10' Storm Drain Inle
15 3343.0101 6" Perforated Underdrain Pipe
_. __ _ _ .
16 3124.0101 Crushed Limestone
__.. __. __
�7 3123.0101 Unciassified Excavation
_ _. _ __ _ __ _ _
�g 0241.1700 8" Pavement Pulverization
�g 3211.0600 CementModification(131bs./sy)
._ __ _ ____ _ ___. __.
2p 9999.0000 RoadBond EN 1 Soil Stabilizer
_ _ _ _.._._ _.... _ _
2� 3124.0101 Asphalt Pavement and Base Repair
_.._. _ __ __ _ _ .__ ___
22 3212.0600 Asphalt Pavement Level Up
_,., _...w , .. _.
23 0241.1502 Pavement Wedge Milling (2" to 0" Depih, 5' Wide)
24 0241.1506 2" Surface Milling
25 9999.0000 Butt Joint-Miliing
2g 3212.0900 Crack Sealing of Existing Pavement
27 3212.0302 2" AsphaR Pavement Type b
_... . __ ___
Zg 3305.0107 Miscellaneous Structure Adjustment (Water Meter Box)
_._.... _.. ____ ___. _.._ __.___
Zg 3305.0111 Water Valve Box Adjustments (w/ Steel Riser)
_.. . _.. _ __. _.. _.. __ .
30 3305.0112 Water Valve Box Adjustments (w/ Concrete Collars)
, � , .,, �, . .- .. ,. .._ . .
3� m 3349.0101 Manhole Adjustments (w/ Steel Riser)
__ _ __. _ _._ _.
32 3305.0112 Manhole Adjustments (w/ Concrete Collars)
_ _.. .. _ _.... ___ _..
__.
33 9999.0000 Painting House Addresses
_ _ __ ____
34 3292.0100 Biock Sod Placement
35 9999.0000 Miscelianious Construction
Bidder's Application
Bidders Proposal
Specification Unit of Bid Quantity Unit Price '
Sec[ion No. Measure
00 05 OB LS 1 $6,000.00
__ _ __ _
02 41 15 LF 14015 $22.00
32 16 �3 �F _ : 290 $20.50
02 41 13 SF 20290 $5.90
_. _ _ __.
32 13 20 SF 100 $5.90
_. . _ _
32 13 20 SF 110 $11.00
0241f13 �� SF 1220 � $4.85
_ _ __ ___
32 13 20 SF 200 $10J5
_ _
mps ( 02 41 13 EA 1 $1,020.00
__ __ _.
024113 EA 3 $1,020.00
02 41 15 SY 130 $84.00
_. _ __. _ _
321613 SY 30 $84.00
_ __ _ _
33 05 14 EA 6 $1,935.00
_ _. __ __._ _ _ __...
t 33 05 14 EA 6 $2,475,00
33 46 00 LF 50 $16.00
__ __ _ __
31 24 00 CY 97 $54.00
_ ___.. _ __ _.._._.._ _.__
312316 CY 806 $20.40
_ __
02 41 15 SY 34744 $3.79
321133 TN 226 $101.00
__ . _ . _ _
GA 275 $114.00
_ ___. _.__. _____ _._.__ _....
31 24 00 CY 55 $225.00
_ _ __ _ __
321216 TN 70 $140.00
. .,
02 41 15 SY 2031 $4.30
02 41 15 SY 8600 $2.69
02 41 15 EA 6
$270.00
_ . .
32 12 73 GA 133 $25.65
321216 SY 47494 $9.55
_ _ . _ __
33 05 14 EA 63 $40.00
_.. ._. . _ _ _ . _.....
33 05 14 EA 2 $130.00
_. _ . _..... __.
33 05 17 EA 27 $280.00
. _. .
33 49 10 EA 2 $265.00
_. _._ _. _.. __
33 05 17 EA 32 $545.00
_.... .....
_. _..
_. _ __ _ _.. EA ._ 314 __. $16.00
32 92 13 SY 2467 $5.35
_ _ ,._, LS. ,., .. 1 . 80.000.00
Bid Summa
Base Bid
Bid Value
$6,000.00
$308,330.00
$5,945.00
$119,711.00
_._
$590.00
_...
$1,210.00
$5,917.00
$2,150.00
__ _ _..........
$1.020.00
1
350.00
733.30
134.00
620,00
411.45
iK�il
Deductive Alternate Bid
Total Deductive Alternate Bid
AddiHve Alternate Bid
CITY OF FORT NORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Fomi Revised 20120120 2013-5 Did Proposal 1Vorkbook Addl
Aiternnte Bid
�
Total Aiternate Bid
s�cTiorr oo az a3
PROPOSALFORM
UNIT PRICE BID
00 42 43
BID PROPOSAL
Page 2 of 2
Bidder's Application
Project Item Infonnation Bidders Proposal
Bidlist Description Specification Unit of B�d Quantity Unit Price Bid Vatue
Item No. Section No. Measure
Total Additive Alternate Bid
Total Bid $1,341,343.06
CITY O� FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Rerised 20120120
2013-5 IIid Proposal Norkbook Addl
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a
comparable contract in the State which the nonresidenYs principal place of business is 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 State Here Or Blank , our principal place of business,
are required to be %' Here � percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of 8tate Here or Blank; , our principal place of business,
are not required to underbid resident bidders.
B. The principal piace of business of aur company or our parent company or majority owner is
in the State of Texas. C7
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Wo�th, Texas
By: James G Humphrey
✓ ��. �
(__ _ . , .,�- �� �: -�-----�� �
� (Signature)
Title: Sr Vice President
Date: ,� � � � �� ��
END OP' SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
2013-5 Bid Proposal Workbook Add1
00 45 12
BID FORM
Page 1. of 1
SECTION 00 4512
; PREQUA�IFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
HMAC Surface Overlay Heavy
Maintenance and all items JLB Contracting, LLC Jan-15
directly associated with the
paving.
0
0
0
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas
By: James G Humphrey
_ , / � �`---�
� �'�n%�`� ��1,.::...._--�" �
� �� (Signature)
Title: Sr Vice President
Date: ;3 f �� � �,�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
END OF SECTION
2013-5 Bid Proposal Workbook Add1
1
2
3
4
5
6
7
8
9
10
ii
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
00 45 26 - I
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 01820. Contractor further certifes that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
JL CO T CTINC, LLC
Company
.�
� R �i �, n<
; *:. �,-.
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
�
By: J�m� S rr� �/,�c
(Please Print)
Signature: � � �s-� ��� � �. �---�---r<:,�".� .�-� .
u �-' �
Title: �Q iJ/CE �ilES/�S�d/�
(Please Print)
�
�
BEFOR�E, the nde signed authority, on this day personally appeared
�.-.l �Yi1 �5 �/� yrr �lfQG� , known to me to be the person whose name is
subscribed to the foregoing instru ent, and acknowledged to me that he/she executed the same as
the act and deed of for the purposes and
consideration therein expresse an in e capac erein stated.
GNEN LJNDER MY HAND AND SEAL OF OFFICE this 93 rH day of
..fiUNG , 20f.�Z.
lX .�
a ublic in and i th f x
e State o Te as
END OF SECTION
,.,�����,,,,,,
�`��pYPG LINDA OLIPHANi
�'�,��� `�� Notary P�ubiic, State of Texas
z
,� tF;,; My C mmission Expires
'��,,; ;; ���� March 10, 2017
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
00 os � s - �
ADD�NDA
Pnge 1 of 1
1 S�CTiON 00 0515
2 ADDENDA No.l
3
4
5 The Cantract and documents for this project are hereby revised or amended ta ctarify the
6 following:
7
8 Section 00 42 43 — Praposal Form:
9
lo Bidlist Item No. 27- 2" Asphatt Pavement Type D, should read 47,494 SY instead of
t t 43,869 SY. Quantities for two projects were inadvertently omitted: Ridgeway St. within
12 the limits of SE Dead End and Westridge Ave. and Harvey St. from Mississippi Ave, to
13 Yuma St.
14
15
16 Please acknowledge receipt of this addendum by signing and inserting into yaur proposal
�7 at the time of bidding. Failure to return a signed copy of this addendurn may be grounds
18 for rendei-ing tlie bid as nonresponsive.
19
20
2l Receipt Acknowled�es:
22
23 ` ' �
24 By: ��,.,,�✓ .!1.1�>�--�-�,°�, gy: � c�,`_
�r.�
(,f
25
26
27 END OF SECTI()N
C�TY OF I�C�R'I' VdORTN tiMAC SUFtFACG OVt:f2l.,4Y (2UIS-5}
51`ANI)ARUCONSTRUC!'li}?� SPF.CIf�IC'A"CION CX)CUb1G?�T:S t)209R
Revised July I, ZQI t
FORT WOR�TH
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
'If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PRUJECT GUALS
The City's MBE goal on this project is .J 5_% of the total bid (Base bid applies to Parlcs and Community Services).
Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Otferor shall deliver the MBE documentation in
person to the appropriate employee of the managing department and obtain a dateltime receipt: Such receipt shall be
evidence that the City received the documentation in the fime allocated. A faxed copy will not be accepted:.
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded: opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if participation is less than opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no MBE participation: opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed goal. opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contaci the M/WBE Office at (817) 212-2674.
Rev. 5/3 0/ 12
00 52 43 - 1
Agreement
Page 1 of 4
2
3
4
5
6
7
8
9
SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on Mav 14, 2013 is made by and between the City of Forth
Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
("City"), and JLB Contractine, LLC., authorized to do business in Texas, acting by and through
its duly authorized representative, ("Contractor").
City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
follows:
10 Article 1. WORK
11
12
13
14
15
16
17
18
19
20
2t
Contractor shall complete a(1 Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
HMAC SURFACE OVERLAY (2013-5)
020928
Article 3. CONTRACT TIN1E
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
22 3.2 Finat Acceptance.
23
24
25
26
27
28
29
30
31
32
33
34
35
36
The Work will be complete for Final Acceptance within 180 calendar days after the date
when the Contract Time commences to run as provided in Paragraph 2.03 of the General
Conditions.
3.3 Liquidated damages
Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
a�;rees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Six Hundred and Fifty Dollars ($650.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CPI'Y OF FORT WORTH
S"T'�WDARDCONS'fRUCTION SPF,CIFICA"I'ION D(XUMEN'�'S
Reviscd August 17. 2012
fiMAC Surti�ce Overlay (2013-5)
02Q9R
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 THREE HUNDRED FORTY ONE
40 THOUSAND TI3REE HUNDRED FORTY THREE DOLLARS AND SIX CENTS
41 ($1,341,343.06).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage Rate Table
a Insurance ACORD Forrn(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MBE and/or SBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
Cl'1'Y OP POR'T WOR'TF{
STrWDARD CONSTRUC'PION SPFCIFICA"f10N DOCUMENPS
Revised August 17, 2012
HMAC Surface Overlay (2013-i)
uzoyx
00 52 43 - 3
Agreement
Page 3 of 4
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
Article 6. INDEMNIFICATION
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification nrovision is specificallv intended to operate
and be effective even if it is alleeed or proven that all or some of the damages bein�
souEht were caused, in whole or in part, bv anv act, omission or neeli�ence 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.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specificallv intended to ouerate and be effective even if it is allesed or
proven that all or some of the damages beinE sou�ht were caused. in whole or in r�art,
bv anv act, omission or ne�ligence of the citv.
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 73 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 obli�ations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
I10 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 CONTRACTUR.
l 13 7.5 Governing Law and Venue.
I 14 This Agreement, including all of the Contract Documents is performable in the State of
1 I S Texas. Venue shall be Tan•ant County, Texas, or the United States District Court for the
I 16 Northern District of Texas, Fort Worth Division.
C:f('Y OI' PC)R"t' WOR�I�I I I Ih1AC Surface Overiay (2013-5)
STANDARD CONSTRUC'�ION SP6CIF'ICF1"1'ION IX�UMENt'S ��Z��`>A
Revised August 17, 2012
��
00 52 43 - 4
Agreement
Page 4 of 4
�_
�- ,,
l 17 7.6 Other Provisions.
118 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
119 classifed, 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
l23
124
125
126
127
128
129
130
131
132
l33
134
135
136
137
�3g
Contractor shall attach evidence of authority to sign Ageement, if other than duly
authorized signatory of the Contractor.
IN WiTNESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor: City of Fort Worth
JLB CONTRACTING, LLC �
By:
Fernando Costa
By: �� Yv,� ✓ n,l-J-���-� � Assistant City Manager
�-� (Signature) �
l J3r1lI� S . (lrYJi�ff,2LS
(Printed Name)
Title: JiQ
Dtil/I�
Date f
1
Attest:
;y�.uu
City Se re a ,y,�cr"�' ���
(Seal) �� � ,�'�'��ooa�
��► �° �
Address:
�.0.
F �
City/State/Zip:
M&C �'-Z<i�1_._S" J � . ��
� "`s..
Date: � ,/ K �i =3 �A
Approved as to Form and Legality:
r.2..L�-�,G , J7 r0•�%��
Date 6�ugtas W: Bta�k ;; 1i � t, F/lr .,r,-� f�
Assistant City Attorney
�«��PICIA� RECaRID
' �1'XY' $��i��'�A►�'
I�'% ��I°�9y �
Af�P OVAL RECOMMENDED:
l�� � �� t� ) . �J ,�
Douglas; . Wiersig, P.E. /
DIREC7' R,
Transportation & Public Works
a �i
0
� �
�5
CI'1'Y O� FOR'P WOR'fH
ST�WI)ARDCONti'I'RUCTION SNF.CIPICATION lX)CUMF.N"TS
R�viscJ August 17, 2012
11MAC Surface Ovcrlay (2013-51
0209R
00 61 13 - 1
PERFORMANCE BOND
Page 1 of 2
Bond No. 6067196
1
2
3
4
5
6
7
8
0
SECTION 00 61 13
PERFORMANCE BOND
THE STAT� 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
10 one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation
11 created pursuant to the laws of Texas, known as "City" herein, in the penal sum of, ONE
12 MILLION, TH12EE HUNDRED FORTY-ONE THOUSAND, TI-IREE HUNDRED
13 FORTY-THREE DOLLARS AND SIX CENTS ($1,341,343.06), lawful money of the United
14 States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and
15
16
truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
17 WHEREAS, the Principal has entered into a certain written contract with the City
18 awarded the 14TH day of MAY , 2013 , which Contract is hereby referred to and made a part
19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
20 other accessories defined by law, in the prosecution of the Work, including any Change Orders,
21 as provided for in said Conh•act designated as HMAC SURFACE OVERLAY (2013-5), 02098
22
23
24
25
26
27
28
29
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,
specifcations, 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
30 Worth Division.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
00 61 13 - 2
PERFORMANCE BOND
Page 2 of 2
Bond No. 6067196
�J
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statue.
4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the lOTH day of JUNE , 20 13 .
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
ATTEST:
( rinci al) Secretary
, ` /
, �-�- � �
� i �
Witness ' to Surety Elizabeth Gray
PRINCIPAL:
JLB CONTRACTING, LLC
., _ �
BY:<- )�;�.-��., /� i_. ---�_=-
_._
`� Signature
�r�m� 5 �. �v���/,�y � �i�� �,C���-r
Name and Title %
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
ignat `
/
Kyle W. Sweeney, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both must be provided.
43 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 July 1, 2011
HMAC �URFACE OVERLAY (2013-5)
02098
00 61 14 - 1
PAYMENT BOND
Page I of 2
Bond No. 6067196
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
THE STATE OF TEXAS
COUNTY OF TARRANT
S�CTION 00 61 14
PAYMENT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, JLB CONTRACTING 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, THREE IIiTNDRED FORTY-ONE THOUSAND, THREE
HIJNDRED FORTY-THREE DOLLARS AND SIX CENTS ($1,341,343.06), 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:
17 WHEREAS, Principal has entered into a certain written Contract with City, awarded
18 the 14TH day of MAY , 20 13, which Contract is hereby referred to and made a part
19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and
20 other accessories as defined by law, in the prosecution of the Work as provided for in said
21 Contract and designated as HMAC StTRrACE OVERLAY (2013-5), 02098
22 NOW, THER�FORE, THE CONDITION OF THIS OBLIGATION is such that if
23 Principal shall pay all monies owing to any (and all) payment bond beneficiaiy (as defined in
24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
26 force and effect.
27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
29 accordance with the provisions of said statute.
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
00 61 14 - 2
PAYMENT BOND
Page 2 of 2
Bond No. 6067196
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 10��H day of JUNE , 20 13 .
PRINCIPAL:
JLB CONTRACTING, LLC
ATTEST:
BY:�_ �� .;�. t,., n i J_�_� -. -�
Signature
�mr:s �./�arn��',��y �R 1��� 5���s��ti�
Name and Title
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
ATTEST:
(Surety) Secretary
r� �
BY:
Sig re
Kvle W. S�veene��'ttornev-in-Fact
Name and Title
,
� , 1 � ' ,�, / �
r
Witness s to Surety Elizabeth Gr y
4
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
6 bylaws showing that this person has authority to sign such obligation. If Surety's physical
7 address is different from its mailing address, both must be provided.
8
9 The date of the bond shall not be prior to the date the Contract is awarded.
10 END OF SECTION
11
CITY OF FORT WORTH Hiv1AC bURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
00 61 19 - I
MA[NTENANCE BOND
Page 1 of 3
Bond No. 6067196
S�CTION 00 61 19
MAINTENANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
�
�
KNOW ALL BY THESE PRESENTS:
That we JLB CONTRACTING LLC , known as "Principal" herein
and WESTFIELD INSURANCE COMPANY , a corporate surety (sureties, if more
than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
one or more), are held and firmly bound unto the City of Fort Woc-th, a municipal corporation
created pursuant to the laws of the State of Texas, known as "City" herein, in the sum of ONE
MILLION, THR�E HUNDRED FORTY-ONE THOUSAND, THREE HUNDRED
FORTY-THREE DOLLARS AND SIX CENTS ($1,341,343.06), lawful money of the United
States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly
be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severally, frmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City awarded
the 14TH day of MAY , 20 13 , 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 (2013-5), 02098; 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 reconsh•uct 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 Ju(y 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1'7
18
19
006119-2
MAINTENANCE BOND
Page 2 of 3
Bond No. 6067196
NOW THEREFOItE, 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 Noi�thern 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 July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
00 61 19 - 3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067196
+1
LI
2
3
4
5
6
7
8
9
10
11
ia
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the lOTH day of JLTNE , 2013 .
PRINCIPAL:
JLB CONTRACTING, LLC
_� !
BY: �_ ���, Y., /� , J .� �
�-Y�
� Signature
ATTEST:
(Surety) Secretary _
�� �� ) � �
��� i
,
Witness a�s to Surety Eliza eth Gr
J�i�m�-�s . � � �c�s dsil�.u�
Name and Tit e
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
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 Contt•act is awarded.
�
I'
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SUP.FACE OVERLAY (2013-5)
02098
Name and Title
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(a�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(c�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
---- - ----. .._. ...,. ......__ ..... . ..�...,.,., .....�.. �_ ....
POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMEO E3ELOW.
Generai
Power
of Attorney
CERTIFIED COPY
POWER NO. 4220052 06
Wesfifield Insurance Co.
Westfield National Insurance Co.
Ohio Farmers Insurance Co.
Westfield Center, Ohio
', Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONA� INSURANCE COMPANY and OHIO
' FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individuaily as a"Company" and collectively as 'Companies," duly
organized and existing under the laws of the State of Ohio, and having its pri�cipal office in Westfield Center, Medina Cou�ty, Ohio, do by these
presents make, constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, EUZABETH GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and aufhority hereby conferred in its name,
place and stead, to execute, acknowiedge and deliver any and all bonds, recognizances, undertaki�gs, 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 Oirectors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIE�D NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be !t Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall
' be and is hereby vested with fuli 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 gfven full power and authority for and in the name of and on behaif of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obiigatory undertakings and any and all
notices and documents canceling or terminating the Company's Iiability 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 a�d attested by the Corporate Secretary."
"Be !t 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 vaiid and binding upo� the Company with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting
held on February 8, 2000).
, !n 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 seais to be hereto affixed this 20th day of
APRIL A.�., 2011 . _
Corporate �1���'"'w,�
Seals �rQ\`,,..««»,,�C�p,+k4
�xed�`vs .� ��p+
€ N � ��,'r�,� i v
i �v�,ti .�o. f,�i
� `w-......-�''` �.:
State of Ohlo '""""
County of Medina ss.:
��,.�.����,,.,,,,
1� aP.��oNnc �,�,`
; N: SEAL
,�z, �.
''��,u�k �.��...<
�
;. 1�49 :;
•'• ,_�' _, � ,.
WESTFIELD INSURANCE COMPANY
WESTFIELD NATIONA� INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
�,�s�� ' •
By:
Richard L. Kinnaird, Jr., National Surety Leader and
Senior Executive
On this 20th day of APRIL A.O., 2011 , before me personally came Richard L. Ki�naird, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides i� Medina, Ohio; that he is Senior Executive of WESTFIELO INSURANCE COMPANY, WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
inst�ument; that he knows the seals of said Companies; that the seals affixed to said instniment are such corporate seais; that they were so affixed
by order of the Boards of �irectors of sald Companies; and that he signed his �ame thereto by like order.
Notariai , .
Seal , �' �� A L ' •
Arrxea '�P.•��11I/ •St�``'
a ��- �i:9{
2, :� -r .
' ^� • William J. Kahelin, A rney at Law, Notary Public
State of Ohio ::N� ��o My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
County of Medina ss.: -z y •t��-'
."..T� OF o��
I, Frank �. Carrino, 5ecretary of WESTFIELD INSURANCE COMPANY, WESTFIE�D NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
, Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
' in fuil force and effect. th
!n Witness Whereof, I have hereu�to set my hand and affixed the seals of said Companies a+'A'e;stflPid Center, Ohio, this l� day of
June
,�'�a�u� ta��;
a,
O ,•�^ R `�4
!`vi .�a. `�,�,
i �C,
h.j
.b
��
��•I� � Y�
2 � i 3 ,,,.,,.,,,,
` ,�P�`nN� �'.
,,N -.
;O• . .SG�=
' Nv. SEtll� •�m :
:��. •'O;
� ••* • ,,.
���,,.,��.,,�,�•
��
; ; 1848 ;
«'•-._� _. ' •
� � �
���`'�� � �lJ1J�•l.o.rQ Sernetary
Frank A. Carrina, Secretary
BPOAC2 (combinedj (06-02)
�`� �
STANDARD GENEIZ.A� CONDITIONS
OF THE CONSTRUCTION COl�tTRACT
CITY OF FORT WORTH
i STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
STANDARD G�NERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
.; ' �' � _
Page
Article 1— Definitions and Terminology .................................................................. .....................................1
1.01 Defined Terms ............................................................................................................................... l
1.02 Tei�ninology ..................................................................................................................................6
Article2—PreliminaryMatters .........................................................................................................................7
2.01 Copies of Documents ....................................................................................................................7
2.02 Corninencement of Contract Time; Notice to Proceed ................................................................7
2.03 Starting the Worlc .......................................................................................................................... 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
3.41 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 ............................................................................................................................ l l
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Envirorunental
Conditions; Reference Points ........................................................................................................... l l
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Reference Points .........................................................................................................................14
4.06 Hazardous Environmental Condition at Site ..............................................................................14
Article 5— Bonds and Insurance .....................................................................................................................16
5.01 Licensed Sureties and Insurers ...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of Insurance .............................................................................................................16
5.04 Contractor's Insurance ................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19
Article 6 — Contractor's Responsibilities .........
6.01 Supervision and Superintendence
...................................................................................
.,...19
.....19
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
6.02
6.03
6.04
6,05
6.06
6.07
6,08
6.09
6.10
6.11
6.12
6.13
6.14
6.15
6.16
6.17
6.18
_6.19
6.20
6.21
6.22
6.23
6.24
Labor; Worlcing Hours ................................................................................................................20
Services, Materials, and Equipment ...........................................................................................20
ProjectSchedule ..........................................................................................................................21
Substitutes and "Or-Equals" .......................................................................................................21
Concerning Subcontractors, Suppliers, and Others ....................................................................24
WageRates ..................................................................................................................................25
PatentFees and Royalties ............................................:..............................................................26
Permitsand Utilities ....................................................................................................................27
Lawsand Regulations .................................................................................................................27
Taxes...........................................................................................................................................28
Use of Site and Other Areas .......................................................................................................28
RecordDocuments ......................................................................................................................29
Safetyand Protection ..................................................................................................................29
SafetyRepresentative .................................................................................................................. 30
Hazard Communication Programs .............................................................................................30
Emergencies and/or Rectiiication ............................................................................................... 30
Submittals.................................................................................................................................... 31
Continuingthe Work ................................................................................................................... 32
Contractor's General Warranty and Guarantee .......................................................................... 32
Indemnification......................................................................................................................... 33
Delegation of Professional Design Services ..............................................................................34
Rightto Audit .............................................................................................................................. 34
Nondiscrimination....................................................................................................................... 35
Article 7- Other Work at the Site ..................................
7.01 Related Work at Site ..................................
7.02 Coordination ...............................................
......................................................
. . ......................
..............................................
....... 35
....... 35
....... 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 Constiuction ........................................................................... 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 Worlc .......................................................................................................... 38
9.05 Determinations for Worlc Performed .......................................................................................... 38
9,06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38
CITY OF FORT WORTH
STANDA.R.D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Article 10 - Changes in the Worlc; Claims; Extra Worlc ................................................................................ 38
10.01 Authorized Changes in the Worlc ............................................................................................... 38
10.02 Unauthorized Changes in the Worlc ........................................................................................... 39
10.03 Execution of Change Orders .......................................................................................................39
10.04 Extra Worlc ..................................................................................................................................39
10.05 Notification to Surety .................................................................................................................. 39
10.06 Contract Claims Process .............................................................................................................40
Article 11 - Cost of the Worlc; Allowances; Unit Price Worlc; Plans Quantity Measurement ...................... 41
11.01 Cost of the Worlc .......:.................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Work ..........................................................................................................................44
11,04 Plans Quantity Measurement ......................................................................................................45
At-ticle 12 - Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12.02 Change of Contract Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
13.01 Notice of Defects ........................................................................................................................48
13,02 Access to Worlc ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.0� Uncovering Worlc ........................................................................................................................49
13.05 City May Stop the Worlc .............................................................................................................49
13.06 Correction or Reinoval of Defective Worlc ................................................................................ 50
13.07 Correction Period ........................................................................................................................ 50
13.08 Acceptance of Defective Worlc ................................................................................................... 51
13.09 City May Coi7•ect Defective Worlc ............................................................................................. 51
Article 14 - Payinents to Contractor and Completion .................................................................................... 52
14,01 Schedule of Values ...................................................................................................................... 52
14.02 Progress Payments ...................................................................................................................... 52
14.03 Contractor's Wananty of Title ................................................................................................... 54
14,04 Partial Utilization ........................................................................................................................55
14.05 FinalInspection ...........................................................................................................................55
14.06 Final Acceptance .........................................................................................................................55
14.07 Final Payment ..............................................................................................................................56
14.08 Final Coinpletion Delayed and Partial Retainage Release ........................................................ 56
14.09 Waiver of Claims ........................................................................................................................ 57
Article 15 - Suspension of Worlc and Termination ........................................................................................ 57
15.01 City May Suspend Worlc ............................................................................................................. 57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience .......................................................................................60
Article 16 - Dispute Resolution ......................
16.01 Methods and Procedtues .............
..............................................
...... 61
...... 61
..................................................................................
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision; August 17, 2012
Article17 — Miscellaneous .............................................................................................................................. 62
17.01 Giving Notice ..............................................................................................................................62
17.02 Computation of Times ................................................................................................................62
17.03 CumulativeRemedies .................................................................................................................62
17.04 Suivival of Obligations ...............................................................................................................63
17,05 Headings ......................................................................................................................................63
CITY OF FORT WORTH
` STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l:ondiUons
Page 1 of 63
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Te�°ms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the mascltline, feminine and neuter. Said terms are
generally capitalized or v�nitten in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the teim 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 instiuments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreeinent—The written instiument which is evidence of the agreement between City and
Contractor covering the Worlc.
3. Applzcation fo�° PcrymeTzt—The foi7n acceptable to City which is to be used by Contractor
during the course of the Worlc 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. A��ard — 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 Worlc to be performed.
7. Bidde�°—The individual or entity who submits a Bid directly to City.
8. Biddzng Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirei�zents—The advertisement or Invitation to Bid, Instiuctions 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 tlu•ough Friday, except for federal or state holidays obseived 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 frorn midnight to the next midnight.
CITY OF FORT WORTH
STANDAIZD CONSTRUCTION SPECIFCATION DOCi IMENTS
Revision; August 17, 2012
Cienerai Londrtions
Page 2 of 63
13. Chaf2ge Ordef°—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 Worlc 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-iule 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 Fo��t Worth is by Chai�ter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Worlc is to be
performed.
15. City Attoi°ney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Cozrncil - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City ll�ianager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Cluim—A demand or assertion by City or Contractor seelcing 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. Cont�act—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 Docu�nents—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. Conh°act 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 Worlc so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l.'ondrtions
Page 3 of 63
25. Damage Clar.'�ns — A demand for money or services arising from the Project or Site from a
third party, City or Conh•actor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day,
27. Director of Avr'ation — 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 ai2d Conzr��ut�ity Ser�vices — The officially appointed Director of the Parlcs
and Community Seivices Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Develop»�e�zt — The officially appointed Director of the Planning
and Development Depai-tment of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Dr'rector of Transpor°tation Public Wor°ks — The officially appointed Director of the
Transportation Public Worlcs Department of the City of Toi�t Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Dir•ecto�° of Watei� Depai°t�nent — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drati��ings—That part of the Contract Documents prepared or approved by �ngineer 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. Erzgzneer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional seivices for the City.
35, Extra Work — Additional worlc made necessaiy 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 worlc shall be pat�t of the Worlc.
36. Field Order—A written order issued by City which requires changes in the Worlc but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Fir�al Acceptance — The written notice given by the City to the Contractor that the Worlc
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
tienerai l:ondrt�ons
Page 4 of 63
38. Fr'nal Inspectioiz — Inspection carried out by the City to verify that the Contractor has
completed the Worlc, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. Genef�al Requirements—Sections of Division 1 of the Contract Documents.
40. Hazar�dous Environ��zental 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 defned 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 speciiied 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 iun and on which Contractor shall start to perfoi�rn. the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleuna—Petroleum, including crude oil or any fi•action thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per 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.
CITY OF FORT WORTH
STANDAItD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral C:ond�Uons
Page 5 of 63
51. PJ�oject Scl�edi�le—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and dluation of the activities comprising
the Contractor's plan to accomplish the Worlc within the Contract Time,
52. Pt�oject—The Worlc to be performed under the Contract Documents.
53. Pf°oject Repr•eser�tative—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. Radzouctive Nlatef°r.'al—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended froin time to time.
56. Regular� Worliing Hozrrs — Hours beginning at 7:00 a.m, and ending at 6:00 p.m., Monday
tivu Friday (excluding legal holidays).
57. Samples—Physical examples of materials, equipment, or worlcmanship that are
representative of some poi�tion of the Worlc and which establish the standards by which such
portion of the Worlc will be judged.
58. Schec�ule of Si�b�nittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to suppoi�t scheduled perfo�•mance of related
construction activities.
59. Scheclule of T�alues—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Worlc and used as the basis for reviewing
Contractor's Applications for Payment,
60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Worlc is to be 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 pai�t of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and worlunanship as applied to the Worlc, and
certain administrative requirements and procedural matteis 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. Subcorzt�°actor�—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the perfoi�rnance of a part of the Work at the Site,
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCIJMENTS
Revision: August 17, 2012
Cieneral C.'onditions
Page 6 of 63
63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are speciiically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
64. Successfitl Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
malces 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. Szrpplier—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 incoiporated in the Work by Contractor or Subcontractor.
68. Undero ��.�nd Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanlcs, 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 P�ice 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. Worlc 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 fiunishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A worlcing day is deiined 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 tl-uough E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. hztent of Certazn Terms o� Adjectives:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
venerai �onquions
Page 7 of 63
1, The Contract Documents include the tei-�ns "as allowed," "as approved," "as ordered," "as
directed" or teims of lilce effect or impoi�t to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactoiy," or
adjectives of lilce effect or impoi�t are used to describe an action or determination of City as to
the Worlc. It is intended that such exercise of professional judgment, action, or detennination
will be solely to evaluate, in general, the Worlc for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
l. The word "defeetive," when modifying the word "Worlc," refeis to Worlc 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. Fzrr•nish, Instcdl, Perform, Pr•ovr'c�e;
l. The word "Fuinish" 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 Worlc including all necessary labor, materials, equipment,
and everything necessary to perform the Worlc indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-lcnown
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning,
ARTICLE 2 — P12ELIMINARY MATTERS
2.01 Copies of Documents
City shall fuinish 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 Contr•act Tr.'»ze; Notice to Proceed
The Contract Time will coinmence 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l.'ondidons
Page 8 of 63
2.03 Starting the Work
Contractor shall start to perform the Woric on the date when the Contract Time commences to run.
No Worlc shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Sta�ting Const�°uctio�z
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Worlc.
2.05 Preconstruction Confer°ence
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
speeified 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 Scl�edules
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, ItEUSE
3.01 Intent
A. The Contract Documents are complementary; what is reqt�ired by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo� to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be infened 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. Clariiications 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 pluases 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 foi�mat of the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
liencral l.bndiUons
Page 9 of 63
section. The Contractor shall not talce advantage of any variation of form, format or style in
inalcing Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere wiihin 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 Worlc 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 Refe�°ence Stunclards
A. Standards, Specifications, Codes, Laws, and Regulations
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, inanual, 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, speciCication, 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 foi�th in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
ofiicers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Worlc or any duty or authority
to undertalce responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A, Repor�ting Discr°epancies:
1. Contractor's Review of Cont�°act Documents Before Star�ting Worlc Before unde��talcing each
paz�t of the Worlc, Contractor shall carefully study and compare the Contract Documents and
checic 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 lcnowledge of, and shall obtain a
vtnitten interpretation or clarification froin City before proceeding with any Worlc affected
thereby.
2. ContJ•actor�'s Revzew of Contract Docunzents During Performance of Wo�°k: If, during the
performance of the Worlc, Contractor discovers any conflict, ei��or, 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 instiuction 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l;ondrtions
Page l0 of 63
6.17.A) until an amendment or supplement to the Contract Docuinents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to repoi�t any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual lcnowledge thereof.
B. Resolvzng Discf°epancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall talce precedence in resolving any conflict, ei7or, 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 Amendzng and Supplementing Contract Doczrments
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo� 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
veriiication or adaptation by Engineer.
CITY OF PORT WORTH
STANDAI2D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
t�enerai con<uuons
Page 11 of 63
B, The prohibitions of this Paragraph 3.05 will suivive f nal payment, ar te�mination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contrac�
Documents for record purposes.
3.06 Electrr^onic 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 lcnown as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
foi�rnat 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 usei's sole rislc. Ii there is a discrepancy between the electronic files and the hard
copies, the hard copies govei-�Z.
B. When transferring documents in electronic media format, the transfei-��ing party malces no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application pacicages, 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;I2EFERENCE POINTS
4.01 Availability ofLands
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 Worlc, City will obtain in a timely manner and pay for easements for
permanent stiitctures 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 inust
consider any outstanding right-of-way, and/or easements.
2, The City has or anticipates removing and/or relocating utilities, and obsti�uctions 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 cui7ent statement of record
legal title and legal description of the lands upon which the Worlc is to be perfoimed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
V GIIGl�I 1,U11�lUUfl5
Page 12 of 63
C. Contractor shall provide for all additional lands and access thereto that may be required foi
construction facilities or storage of materials and equipment.
4.02 Subszcj face ar�d Physical Co��ditrons
A. Reports and D�°awrJ�gs: The Supplementary Conditions identify:
<;,,; ..
l. those reports lcnown to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2, those drawings lcnown to City of physical conditions relating to existing surface or
subsurface stiuctures at the Site (except Underground Facilities),
' B. Limited Reliance by Co�ztractor on Techrzical Data Autlzorized.• 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 malce any Contract Claim against City, or any of their officers,
' directors, �nembers, partners, employees, agents, consultants, or subcontractors with respect to;
l. 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 inteipretation of or conclusion drawn from any "technical data" or any such
other data, inteipretations, opinions, or infoimation.
4.03 Differing Subsurface or Plzysical Conditiofzs
A, Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
l. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
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 worlc of the character provided for in the Contract
Documents;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision; August 17, 2012
venerai l;oncnuons
Page 13 of 63
then Contractor sl�all, proinptly after becoming aware thereoF and before further disturbing the
subsuriace or physical conditions or performing any Worle in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Pi°ice anc� Time Adjz�stmei�ts
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if;
1. Contractor lcnew 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 v�nitten notice as required by Yaragraph 4.03.A.
4.04 UndeNgr�ound Facr.'lities
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
Suppleinentary Conditions;
1, City and Engineer shall not Ue responsible for the accm�acy 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 checicing all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Worlc 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 Worlc.
B. Not Shown or Indr.'cated:
1. If an Underground Facility which conflicts with the Worlc 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 perfoi�rning any
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
tienerai Lomm�ons
Page 14 of 63
Worlc 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, stiuctures, and seivice lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Refer•ence Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessaiy 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 constiuction, 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 wilifully 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 Hazas°dous EnvzNonmental Condition at Site
A, Repo�°ts 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 Contr�actor on Technzcal 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 malce 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
CITY OF FORT WORTH
STANDAI2D CONSTRUCTtON SPECIFCATION DOCL)MENTS
Revision: August 17, 2012
ciener�l l:a�drtions
Page I S of 63
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 fi•oin any "technical data" or any such
other data, interpretations, opinions or information.
C. Conh•actor 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 Worlc. 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 Conta•actor 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 Worlc in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17,A); and (iii) noti�y City (and proinptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualiiied expert to evaluate such condition or talce
corrective action, if any.
E. Contractor shall not be required to resume Worlc in coimection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Worlc; or (ii) specifying any special conditions
under which such Worlc may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Worlc based on a
reasonable belief it is unsafe, or does not agree to resume such Worlc under such special
conditions, then City may order the portion of the Worlc that is in the area affected by such
condition to be deleted from the Worlc. City may have such deleted poi�tion of the Worlc
performed by City's own forces or others.
G. To the ficllest exte�zt permitted by Luws and Regulations, Contracto�° shall indernn� and hold
harrnless City, fronz and agaznst all claims, costs, losses, and darraages (including ba�t not lrmited
to all fees anc� charges of engineers, ar°chitects, attorneys, and other professionals and all couNt
or arbitr�ation or otlzer dispute i°esolution costs) as°ising out of or relating to a Hazas°dous
Envii°onn�ental Condition created by Conh�actor or by anyone for whom Contractor� is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn� any
individual or entity fi•ofn and agair�st the conseqzreizces of that individuczl's or entity's oN�n
neglzgence.
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l:ondrtions
Page l6 of 63
ARTICLE 5— BONDS AND INSURANCE
5.01 Licensed Sureties and Insurer�s
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 Goverrvnent
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 Worlc 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 "Coinpanies 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 attoiney
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 fui�nished 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 Certifi.cates 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l;onurtions
Page 1 "1 of 63
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endoisement, 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 casrier names as listed in
the current A.M. Best Prope��ty & Casualty Guide
4, The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for worlcers' 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 Rislc Management. If the rating is below that
required, vv�itten 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 deiiciency from evidence that is
provided shall not be constiued 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 sha11 follow form of the
primary coverage.
8, Unless otherwise stated, all required insurance shall be vv�itten 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 tYuee (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
insLuance 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 Contr•act 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 stocicholders' equity. In
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
venerai �onaitions
Page 18 of 63
lieu of traditional insurance, alternative coverage maintained tluough insurance pools or rislc
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
iirst-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
malce 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 pai�ty to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Worlc by Change Order.
13. City shall be entitled, upon v�nitten request and without expense, to receive copies of policies
and endorsements thereto and may malce 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 Insztrance
A. Workers Compensation and Erraployers' Lr.'ability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Worlcers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Worlc 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 worlcers' 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. Cofnmercial 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
venerai �onattions
Page 19 of 63
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, peisonal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in vv�itiing.
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
tluee (3) years following the completion of the projeci (if identified in the Supplementary
Conditions).
C. Azrtojnobile Licrbility. 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 propei�ty damage arising out of the worlc,
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 perfoi�rn any of the Worlc, or by anyone
for whose acts any of them may be liable.
D. RailNoad Pr�oteetive Liability. If any of the worlc or any warranty worlc is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. Notifr.cation of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage, Contractor shall stop worlc until replacement insurance has
been procured. There shall be no time credit for days not worlced pursuant to this section.
5.05 Acceptance of Bonds and Ir�szrrc�nce; 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 i•equest. 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 Worlc, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Supet°intendence
A. Contractor shall supeivise, inspect, and direct the Worlc competently and efficiently, devoting
such attention thereto and applying such sicills and expei�tise as may be necessary to perform the
Worlc in accordance with the Contract Documents, Contractor shall be solely responsible for the
means, inethods, techniques, sequences, and procedures of construction.
CITY OF FORT WORTH
STANDAR.D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
tienerai t,ona�nons
Page 20 of 63
B. At all times during the progress of the Worlc, Contractor shall assign a competent, English-
spealcing, 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; Workii�g Hours
A. Contractor shall provide competent, suitably qualified personnel to perfonn 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 Worlcing Hours. Contractor will not pei�rnit the
perfoi�rnanee of Worlc beyond Regular Worlcing Hours or for Weelcend Worlcing 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 Worlcing 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 Equr'pr�zent
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly iun to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, lcind, and quality of materials and equipment.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lienerai c,bnditions
Page 21 of 63
C. All materials and equipment to be incoiporated into the Worlc shall be stored, applied, installed,
coruiected, erected, protected, used, cleaned, and conditioned in accordance with inshuctions 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 Worlc shall be the latest model at the
time of bid, unless otherwise specified.
6,04 PT°oject Schedule
A. Conh•actor 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 inonthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification O 1 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Tirne shall be
submitted in accordance with the t�equirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Oi°-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 pal�ticular 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 lilce, equivalent,
or "or-equal" item or no substitution is permitted, other iteins of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "O��-Eqzral " Iteins: If in City's sole discretion an item of material or equipment proposed by
Contractor is funetionally equal to that named and sufficiently similar so that no change in
related Worlc 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.OS.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCIJMENTS
Revision: August 17, 2012
lieneral l;onditions
Page 22 of 63
2) it will reliably perfoi7n 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 cei�tifies that, if approved and incoiporated into the Worlc:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 6,OS.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall malce written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to fuinish or use. The application shall
comply with Section O1 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;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l:ondihons
Page 23 of 63
c) whether incorporation or use of the proposed substitute item in connection with
the Worlc is subject to payment of any license fee or royalty; and
3) will identify;
a) all variations of the proposed substitute item fi�om that specified;
b) available engineering, sales, maintenance, repair, and replacement seivices; 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. Substitz�te CoJ�strzectr.'on Methods or• Proceclzcres: If a specific means, method, technique,
sequence, or procedure of constiuction 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 detertnine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall malce written application to City for
review in the same maimer as those provided in Paragraph 6.OS.A.2.
C. Cr'ty's Evaluatzon: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or-equal." City will advise Contractor in writing of its detei�rnination.
D. Special Guar•antee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute, ContractoY° shall
indemnify and hold ha�°»aless City cznd anyone directly or rr�directly enaployed by thena fro�n and
against uny and all clairns, damages, losses and expenses (ir�cluding attorneys fees) arising out
of the use of substituted materials or° eqzripment.
E. City's Cost Reimbui°se»�e��t: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.OS,A.2 and 6.OS.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for malcing changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute,
F. Conh^actor's Exper�se: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATTON DOCUMENTS
Revision: August 17, 2012
lienerai l:oncliUons
Page 24 of 63
G. City Substztute Reirnburse»�errt; Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order,
H. Time Exter�sions: No additional time will be granted for substitutions.
6.06 Concerning Subconts°acto�°s, Suppliers, and Othe�°s
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless othei-wise 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. Bzrsiness Diversity �nteip��ise Oi�dinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enteiprises (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 inforrnation
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Worlc just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cienerai C:onditions
Page 25 of 63
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relatiouship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the pai�t 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
Worlc under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals oa• entities performing or furnishing any
of the Worlc shall communicate with City tivough Contractor.
H. All Worlc performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Dury to pay Prevailing Wage Rcrtes. The Conh�actor shall comply with all requirements of
Chapter 2258, Texas Goveriunent Code (as amended), including the payment of not less than the
rates deterinined 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, Pen�rlty fof° 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 worlcer employed for each
calendal day or part of the day that the worlcer 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 cznd Cr'ty Deter»�ination of Good Cazrse. On receipt of infoimation,
including a cornplaint by a worlcer, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall malce 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 worlcer 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 Ciry 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.
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral Londrtions
Page 26 of 63
D. Arbit��ation Requif°ed if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258,023, Texas Government Code, including a penalty owed to the City or an affected
worlcer, 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 worlcer does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the l lth day 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 Nlaintained. The Contractor and each Subcontractor shall, for a period of tluee (3)
years following the date of acceptance of the worlc, inaintain records that show (i) the name and
occupation of each worker employed by the Contractor in the constiuction of the Woric 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. Pf�og�ess Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an afiidavit 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 Complrar�ce. 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 incoiporation in the Worlc of any invention, design, process,
product, or device which is the suUject 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 perfoi�rnance of the Worlc 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 peNmitted by Laws and Regulations, Contracto�� shall indemn� and hold
harrnless City, fi�om and agaij�st all claifns, costs, losses, and damages (including but not lirnited
to all fees and charges of engineers, architects, attorizeys, 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 incide��t to the use in the performance of the Work oN resulting, frof�a
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFCATION DOCUMENTS
Revision: August 17, 2012
lieneral Londrtions
Page 27 of 63
the ii�corpo��crtion in tlze Wof�lz of any ii�ver�tion, design, process, product, or device not specified
in tl�e Cor�tract Doczrrne��ts.
6.09 Per�rnits and Utzlities
A, Cor�tr°actor� obtained per°rnits af�c� lzcenses. Contractor shall obtain and pay for all constiuction
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 goverivuental charges and inspection fees necessaiy for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
�ffective 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 sei�vice to the
Worlc.
B. City obtainecl perrraits ar�d licenses. City will obtain and pay for all pertnits and licenses as
provided for in the Supplementary Conditions or Contract Documents, It will be the Contiactor'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 Envirorunental Quality Permits
4. Railroad Company Permits
C. Oi�tstanding per•rnits 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 Worlc. Exce�t 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 perfoi�rns any Worlc knowing or having reason to lcnow that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augus[ 17, 2012
Ueneral l:ondrtions
Page 28 of 63
court or arbitration or other dispute resolution costs) arising out of or relating to such Worlc.
However, it shall not be Contractor's responsibility to malce 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 luiown at the time of opening of Bids having an effect on
the cost or time of performance of the Woric 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.t�c.us/taxinfo/taYforms/93-forms11tm1
6.12 Use of Site and Ot1�e�° Areas
A. Lirnitation on Use of Site and Other Areas:
Contractor shall confine construction equipment, the storage of materiais and equipment, and
the operations of worlcers to the Site and other areas pei�rnitted by Laws and Regulations, and
shall not urueasonably 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
canying 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,
CITY OF FORT WORTH
STANDAItD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
venerai i,onaiuons
Page 29 of 63
3, Should any Damage Claim be made by any such owner or occupant because of the
performance of the Woric, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pzrrsz�ar�t to Pat�ag�°ap%z 6.21, Conlractor shall r'»demn� and l�old hay�»zless City, fi�orn and
against all clair��s, costs, losses, anc� dcamages a�°ising ortt of or relating to at7y claim or°
action, legal or eqzritable, brougl�t by any such owner� o�° occupant against City.
B. Removal of Debris Di�i•r.'ng Pe�fo�°mance of the Work. During the progress of the Woric
Contractor shall lceep the Site and other areas free from accumulations of waste materials,
iubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations,
C. Site Maiiztenance 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 coi�•ect the unsatisfactory procedure, the City may talce such direct action as the City
deems appropriate to coi7ect the clean-up deficiencies cited to the Contractor in the v�mitten
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted fi•om the monies due or to become due to the Contractor.
D. Final Site Cleccf�.ing: Prior to Final Acceptance of the Worlc Contractor shall clean the Site and
the Worlc and malce it ready for utilization by City or adjacent property owner, At the completion
of the Worlc Contractor shall remove from the Site all tools, appliances, constiuction equipment
and machinery, and su��lus materials and shall restore to original condition or better all property
disturbed by the Worlc.
E. Loading Structar�°es; 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 Worlc
or adj acent 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 v�nitten inteipretations and clarifications in good order and annotated to
show changes made during construction. These record docuinents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Worlc, 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, inaintaining and supeivising all safety
precautions and programs in connection with the Worlc. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the perfoi7nance of
their worlc, nor for compliance with applicable safety Laws and Regulations. Contractor shall
CITY OF FORT WORTH
STANDAIZD CONSTRUCTION SPECII'CATTON DOCUMENTS
Revision: August 17, 2012
�enerai �onaitions
Page 30 of 63
talce 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 Worlc;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other properly at the Site or adjacent ther•eto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of constiuction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify 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 Co�amunicatioja Progr�anzs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard coirununication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Efne��gencies andlor 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
CITY OF FORT WORTH
STANDAIt.D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
liener�i Lonaitions
Page 31 of G3
clianges in the Worlc or variations from the Contract Documents have been caused thereby or are
required as a result thereo£ If City determines that a chaiige in the Contract Documents is
required because of the action talcen by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be perfoi�rned,
The written notice shall direct attention to the discrepant condition and request the Contractor to
talce remedial action to conect the condition. In the event the Contractor does not talce positive
steps to fulfill this written request, o�� does not show just cause for not talcing the proper action,
within 24 hours, the City may talce 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
seivices, 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 Conh•actor from requirements shown on the Drawings and
Specifications.
5. For-Infol�rnation-Only submittals upon which the City is not expected to conduct review or
talce responsive action may be so identified in the Contract Documents.
6. 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,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCLIMENTS
Revision: August 17, 2012
lieneral l;aidrtions
Page 32 of 63
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Worlc performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. Ciry's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Worlc, 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 expxessly 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 fi•oin responsibility for any
variation from the requirements of the Contraet Documents unless Contractor has complied
with the requirements of Section O1 33 00 and City has given vv�itten 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 fiom responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing t1�e 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
v�n•iting.
6,20 Contf°actor's General Warra�zty and Guarantee
A. Contractor warrants and guarantees to City that all Worlc 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCLJMENTS
Revision; August 17, 2012
venerTi �,onqitions
Page 33 of 63
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Worlc in accordance with the Contract
Docuinents shall be absolute. None of the following will constitute an acceptance of Worlc that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Woric 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 Wor•lc 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 col7ection of defective Worlc by City.
D. The Contractor shall remedy any defects or dainages in the Worlc and pay for any damage to
other worlc or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Woric 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 hai�mless and defend, at its own
expense, the City, its officers, servants and employees, fi•om and against any and all claims
arising out of, or alleged to arise out of, the worlc and services to be performed by the
Contractoi•, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE E'VEN 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 1VEGLIGENCE 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 �tnd causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its of�cers, 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 worlc and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFCATION DOCUMENT3
Revision: August 17, 2012
lieneral l;ondrtions
Page 34 of 63
SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE E'VEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES I3EING SOUGHT
WEIZE CAUSED, IN WHOL� 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 seivices unless such services are
specifically required by the Contract Documents for a poi-tion of the Worlc or unless such
services are required to carry out Contractor's responsibilities for constiliction means, methods,
techniques, sequences and procedures,
B. If professional design seivices 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 Worlc 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 seivices,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such seivices 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 tl�uee (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent boolcs, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Worlcing 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 boolcs, 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
tienerai Lonc�iuons
P�ge 35 of 63
Subcontractor facilities, and shall be provided adequate and appropriate worlc 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 Adminish�ative Code in effect as of the time copying is performed,
6.24 Nondiscr•iminatioiz
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
discrirninating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rigl�ts Act of 1964 as cri�zendecl: Contractor shall comply with the requirements of
the Act and the Regulations as further defned in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Related yVor•k 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 worlc performed by
utility owneis. If such other worlc is not noted in the Contract Documents, then v�nitten notice
thereof will be given to Contractor prioz• to starting any such other worlc; 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 perfoi�rning other worlc with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other worlc, and
properly coordinate the Worlc with theirs. Contractor shall do all cutting, fitting, and patching of
the Worlc that may be required to properly connect or otherwise malce its several parts come
together and properly integrate with such other worlc. Contractor shall not endanger any worlc of
others by cutting, excavating, or otherwise altering such worlc; provided, however, that
Contractor may cut or alter others' worlc with the written consent of City and the others whose
worlc will be affected.
C. If the proper exeeution or results of any part of Contraetor's Worlc depends upon worlc performed
by others under this Article 7, Contractor shall inspect such other worlc and promptly report to
City in writing any delays, defects, or deficiencies in such other worlc that render it unavailable
or unsuitable for the proper execution and results of Contractor's Worlc. Contractor's failure to so
report will constitute an acceptance of such other worlc as fit and proper for integration with
Contractor's Work except for latent defects in the worlc provided by others.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCIJMENTS
Revision; August 17, 2012
lienerai l;oncl�uons
Page 36 of 63
7.02 CoordinatioJz
A. If City intends to contract with others for the performance of other worlc 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 Supplementa�y Conditions, City shall have authority for such
coordination,
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communicatzons to Contr^actor
Except as otherwise provided in the Supplementaiy 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 malce payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports cznd 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 ONders
City shall execute Change Ordeis in accordance with Paragraph 10.03.
8,06 Inspections, Tests, and Appf�ovals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augtut 17, 2012
vencrai �,unuuiuns
Page 37 of 63
g.�% LlJ9ZltGtl01?S 012 Cl�'S ReS�0Y1S1bllltl2S
A. The City shall not supervise, direct, or have conh�ol 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 colnply with Laws
and Regulations applicable to the performance of the Worlc. City will not be responsible for
Contractor's failure to perform the Worlc in accordance with the Contract Documents.
B, City will notify the Contractor of applicaUle safety plans pursuant to Paragraph 6.14.
8.08 Undiselosec�Hazcrrdoz�s Lnvir�onn�ental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8,09 Con�pliance with Safety Prograin
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 Pr�ojeci 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 malce 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 Worlc. Based on
information obtained during such visits and obseivations, 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 malce exhaustive or continuous inspections
on the Site to checic the quality or quantity of the Worlc. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the coinpleted Worlc
will conform generally to the Contract Docuinents.
B. City's Project Representative's visits and obseivations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8,07.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Uenera� t,onainons
Page 38 of 63
9.03 Azrthorized VaNiations in Worle
City's Project Representative may authorize minor variations in the Work fiom the requirements of
the Contract Documents which do not invoive 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 Worlc involved promptly.
9.04 Rejecting Defective Wo�^k
City will have authority to reject Worlc which City's Project Representative believes to be defective,
or wili 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 fiinctioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Worlc as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Dete��minations for Wor^k Perfot�med
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 Worlc thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue refe�7ed 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 tl�e Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or fiom
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Worlc involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Worlc not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
(iener�l l;ondrt�ons
Page 39 of 63
10.02 Unauthorized Changes r.'n the Wor�k
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Tiine with respect to any work performed that is not required by the Conh�act Docuinents 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 ExecZ�tion of Change Orde��s
A. City and Contractar shall execute appropriate Change Orders covering:
1. changes in the Worlc which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Worlc under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Tiine which are agreed to by the pai�ties, including
any undisputed sum or amount of time for Worlc actually perfo�med.
10,04 Extr�a Wot�lc
A. Should a difference arise as to what does or does not constitute Extra Worlc, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the worlc
after malcing written request for written orders and shall lceep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Worlc shall be made puisuant to
Paragraph 10.06,
B, The Conh�actor shall furnish the City such installation records of all deviations fi•om the original
Contract Documents as may be necessaiy 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 Worlc whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incw•s as a result or relating to the
ehange or Extra Worlc, whether said costs are lcnown, unlcnown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged worlc as a result of the change or Extra Worlc.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Worlc or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Conh�act 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lrenerai Condrt�ons
Page 40 of 63
10.06 Cont�°act Claims Pi�ocess
A. City's Decision Required: All Contract Claims, exeept 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 Claiin 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
elaimant'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 Contractar 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cienerall:ondrtions
Page 41 of 63
D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor involce 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
subinitted in accordance with this Paragraph 10.06,
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUI2EMENT
11.01 Cost of the Wor�Iz
A. Costs bzclzrc�ed: The term Cost of the Worlc means the sum of all costs, except those excluded in
Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the
Worlc. When the value of any Worlc covered by a Change Order, the eosts to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Worlc. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall
include but not be limited to the following items;
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Worlc under schedules of job classifications agreed upon by City and Conh�actor. Such
employees shall include, without limitation, superintendents, foremen, and other persorulel
employed full time on the Worlc. Payroll costs for employees not employed full time on the
Work shall be appoi�tioned on the basis of their titne spent on the Woric. Payroll costs shall
include;
a. salaries with a 55% marlcup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, uneinployment, excise, and payroll taxes, worlcers' compensation, health
and retirement benefits, bonuses, sicic leave, vacation and holiday pay applicable thereto.
The expenses of performing Worlc outside of Regular Worlcing Hours, Weelcend
Worlcing Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2, Cost of all materials and equipment furnished and incoiporated in the Worlc, including costs
of transportation and storage thereof, and Supplieis' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereoi 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 agreeinents, The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Worlc.
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cienerai l.bnditions
Page 42 of 63
4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractois 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 Worlc 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 Worlc 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 Worlc.
b, Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the worlcers, which are consumed in the performance of the Work, and cost,
less 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 Worlc, 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 Worlc, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Worlc, 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 Worlc for the
puipose of detei�nining Contractor's fee.
£ 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 seivices, and similar petty cash
items in connection with the Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
(ienerai C;ondrt�ons
Page 43 of 63
h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Docuinents to purchase and maintain.
B. Costs Exeludec�: The term Cost of the Worlc shall not inelude any of the following items:
1. Payroll costs and other compensation of Contractor's officeis, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timelceepers, clerlcs,.and other personnel employed by Contraetor, whether at the
Site or in Cont�actor's principal or branch office for general adininistration of the Worlc and
not specifically included in the agreed upou schedule of job classifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph 11,O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Conh�actor's capital
employed for the Worlc and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Worlc, disposal of materials or equipment wrongly
supplied, and malcing good any damage to property.
5. Other overhead or general expense costs of any lcind.
C. Cor�tr°�rctor's Fee: When all the Worlc is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement, When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Worlc, Contractor's fee shall be determined as set forth in Paragraph 12.01.C,
D. Docz�rner�tation: Whenever the Cost of the Worlc for any purpose is to be determined pursuant to
Paragraphs 11.O1,A and 11.O1.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost brealcdown together with supporting data.
11,02 Allowances
A. Specifrec� 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;
CITY OF FORT WORTH
STANDnRD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
ZIOZ `LI 1��nd :uots�na�
S.LN�Y�if1�OQ NOI.Ld�:II��dS I�IOI,L�II2I.LSI�10� Q21�QNt�.LS
H1,2IOM .L2I03 30 �I.LI�
•a�iad
�Tun ���a�uoa au� �� ao� pred aq iitm �iaonn pa.za�j� au� `s�uauznooQ ���a�uo� au� aapun }iaonn
�o .za���.��u� au� a�u�u� �i�u��t�iu�is �ou op suot��.�a�I� au� zo sai�i�u�nb ui sa�u�uo au� �l • j
' i0'OI ud�.z��a�d u�inn a�u�pao���
ui �ao� �a�x� aapao o� �u�i� au� san.iasaa ��1� au�, ; sat�t�ubn� pasba.��aQ �ro pasba�r�ul �g
•�laorn �o uza�t .�au�o �u� o� �oadsaa c��t�n �uauz�snfp� �uipuodsaaao� ou si aaau� 'Z
pu� `�uauzaaa�� au� ui pa���lpui uza�l u�ns �o �i�t�u�nb pa��uzT�sa au� uzo.z� �j�u��t�tu�is
pu� �i1i�l.ca��cu saa��ip ao���i�uo� �q paur.To�iad x.io� a�izd �iun �o uza�t �iu� �o ��i�u�nb au� • j
�.�� IO'ZT ud�z��a�d u�tnn a�u�pto��� ui a�tad ���.c�uo� au� ut �uauz�snfp� u� a�i�uz ��uz �i�i� •Q
•a�t.cd �tun au��o �z�d s� papnl�ui �j.zonn j��uaptout�o �so� ac�� pu� pa�sti xionn
a�i.�d �iun o� I��uapi�ut patapisuo� aq ii�us suza�i a�iid �iun �o �ut�sti ar�� uT pat�i�uapi �ou �nq
`uoi��li��sui a�aiduzo� �iij�uo���un� � ao� pazmbaz s� paaaa�uT �jc��uos�aa io `s�uauznooQ ���.z�uo�
au� ut paqti�sap �iao� •uza�t pai�t�uapl �ja��a�das u��a .io� �1�oid pu� p�aulano s�.�o���a�uo� aano�
o� a��nbap� aq o� ao���.z�uo� �q paaapisuoo �unouz� u� apni�ui o� pauzaap aq ijlnn a�i.zd �tun uo�g •�
'SO'6 ud�c��a�d�o suoisznotd au� o� ��afqns �i�i�
�ia ap�uz aq ilinn xo�o�t�uo� �a pauz.io�tad }jiorn a�t.td �tun�o suot���t�tss�io pu� sai�i�u�nb i�n���
ac�� �o suoi��uiuz.za�aQ '2�TId ��LI�LiO� jLi�iLTi iIL �LiILIiLi[�2�ap pLiL SpTg �O LIOSiTLCILLTO� �O 2SOCI.IriCI
au� ao� �Iaios a.z� pu� paa�u�a�n� �ou at� a�aorn aoTid �tun �o suza�i �o sa1�l�u�nb pa��Lui�sa auZ •g
��uau.�aai�� au� ui pa���lput s� uza�t u��a �o ��i�u�nb pa��urt�sa
ac�� sauii� xiorn a�tid �iun �o uza�i pai�T�uapl �fia��i�das u��a ao� a�t.id �iun au� �o uzns atj�
o� I�nba �unouz� u� �aorn a�iad �?ufl li� ao� apnlout o� pauzaap aq iiin� a�i�d ��ei�uo� au� �iti�i�tut
`�iao� a�ttd �tun aq o� st �jaorn au� �o �.i�d ao li� ��u� apTno.zd s�uaLun�oQ ���t�uo� au� aaa� •�
��to� a�?�td �?u11 £0' I T
•pa�snfp� �j�utpuodsaa.to�
aa Ii�us a�i.id ���i�uo� au� pu� `sa�u�nnoji� �q patano� }i.io� �o �uno��� uo ao���a�uo�
anp s�unouz� j�n��� ��aJ�ai o� panssl aa ili� tapa� a�uzu� a��itdoldd� u� `�uauz��d I�ui,� o� .coitd •Q
•��1� �o asn
aios au� ao� st `�u� �t `a�u�nnoli� ��ua�ut�uo� ����� saa1�� to���a�uo� : a�u,nNto11T� rf�ua$u1�uo,� •�
•pii�n aq Iiin� �uto�axo�
au� �o �iu� �o �uno��� uo �uauz��d l�uot�ipp� ao� pu�uzap ou pu� `sa�u�n�oii� au�
ui papnJ�tii uaaq an�t� sa�u�moil� piq-atd ati� To� pa��lduza�uo� sasuadxa 1au�o pu� `�T�oad
`p�ac�tano �uot��ii��sut `.ioq�i `a�is ac�� uo �utlpu�u pu� �uip�olun ao� s�so� s�io�o�i�uo� •q
pu� `.sax�� alq��?idd� iJ� pu� `a�is au� �� paaaniiap aq o� sa�u�n�oti� au� �a
paimbat �uaucdmba pu� sl�ita��uz�o .io���.i�uo� o� �soo au� apni�ui sa�u�nnoil� pTq-a.id au� •�
£93o rti a���
SUOljlpuo;� �L'13tf9!�
ZIOZ `Li �nd :uo�sina�
S.LN�Y�t(I�OQ I�IOI.Ld�3I��dS NOI,L�II2I.LSNO� Q?IVQNt�.LS
H.L2IOM .L2I03 30 A.I.I�
•�f�i�u�nb
su�id � s� �i�t�u�nb i�u� au� xi� O� �LiT�iann ui aa.�� to���.z�uo� pu� ��i� au� �i uza�I ��i�u�nb
su�jd � s� pred aq ��uz uza�I au� uau� `ura�i �t�u�nb su�id ��ji�ui�tao �ou st uza�I au� pu� OSZ$
u�u� ssaj si uza�I i�npiniput u� ao� piq a�tid �iun au� �q paiidt�inu� ��i�u�nb ���.i�uo� j��o� au� �I •Q
•��t�u�nb su�id
nnau ac�� o� �jddz Iiinn a�u�ta�n %SZ au� pu� `a�u�u� aii� ui panlonui �unoui� au� �iq pas�aa�ap
.zo pas�aiout aa iiinn �i�i�u�nb su�jd au� `su�id au� uo toa.ia u� ��a.ito� o� io `ao.ua u� ��a.t.�o�
o� ao `aapap a�u�t�� �iq `�i�i� au� �iq panoadd� u�isap ui a�u�u� ��q pasinai at� sai�i�u�nb ua� �a
'O I alot�d ui io� papino.id s� �da�xa `uza�I ��u� .to� piq a�iid �tun au� �� ap�uz
aq jiinn �i�c�u�nb pasTnaz io� �uauz��d •ap�uz aq jlinn �uauz�f�d u�tunn ao� �f�t�u�nb i�uT� atj� �uinnous
suoi��In�i�� pu� s�uauzams�auz piat� apTnotd jllm �uauz�snfp� au� �uT�sanbai ���a�uo� au� o� ���d
auZ •sasodmd �uauz��d .�o� auop �Jtonn pazi.iou�n� �o ��i�u�nb au� o� ap�uz aq ��uz �uauz�snfp�
u� `s�uauzn�oQ �o�T�uo� au� ui unnous �ii�ui�iao uza�Z I�npTnipui u� ao� ��i�u�nb pa��uzr�sa
j��o� au� uzoa� (suta�I �i�toads .zo� «saanpaooad �uauz�S�d pue a�rad„ iapun pa��jndi�s s� to) %SZ
u�u� a.�ouz �q sait�n <<sa�npa�otd �uauz��d pu� a�tad„ tapun pauTi�no s� pa.ms�auz �i�t�u�nb au� �I 'g
•ai�i�.r� sTu� .To uoi��as �uiuiano� aL1� �q pasinai ssaYtm °sat�i�u�nb �uauz��d i�uT� s� pa��u�isap
aa� sai�i�u�nb pTq pa��utT�sa auZ ����a�uoa aLi� �o uot�noaxa au� �ut.mp pa��id ao `paipu�u `panouz
7�iia��ut to paurto�aad }i.ionn �o ��t�u�nb ���xa aul �uasaidaa �ou ��ut io ��ux sat�i�u�nb su�Id '�
�uaiva..�nsbaJiY �'jr�zcnn� sunpd �b0' I i
�aot.id �iun aL1� o� �uaut�snfp� u�
�sanbaa ��cu �o�x�uo� au� o� ��Z�d xau�ia uau� `���t�uo� au� ut pa���s �i�i�u�nb i�ut�t.to ac�� �o
%SL u�u� ssaj si ���.i�uo� au� �o uza�i iof�� �u� tapLm auop aq o� aj.ionn �o �i�i�u�nb au� ua� �g
•o�oSZ1 anoq� si ��u� �lion� au��o uoi�.tod au� uo aoi.id �tun au� o� �uauzlsnfp� u� �sanbaz
��uz �o�a�uo� ac�� o� �i��d tau�ta uau� `���t�uo� au� ut pa���s ��i�u�nU j�ui�Tao au� �o %SZi
u�u� a.toLu st �o�i�uo� ac�� �o uza�i .tof�y� �u� aapun aLcop aq o� �i.zonn �o ��i�u�nb au� Lia�
��i�u�nb ���1�Lio� I�ui�tio au� urot� %SZ u�c�� a.iouz �c� saT.i�n �jaonn�o uza�1 tof�Ti� �'q
to ���i�uo� au� ui
��u� tuo.T� a.m��u to puix ut �ii�iia��uz s.ia33ip pa.�a�1� s� uia�i �iu� to� �j.Tom�o aa�o�a�c�� ar.ia ��
:u�unn sino�o �itom�o .ta���t�u� aL1� ui a�u�ti� �u�o�tu�is � •},
•ZI aj�i�.� tj�inn a�u�pto�o� ui .tap.ip a�u�c�� ��iq
papuauz� aq IjTnn ���i�uo� au� pu� �j.�o� �i�xg paaap�suo� ac� Ijin� s1t1� `�sixa saoTid �tun ou �1
•aapap a�u�u� � �fq papuaui� aq iiTnn ���a�uo�
au� `�ITonn �0 1a���t�tl� aLj� a�u�uo �j�u��T�tu�is suot��la�i� to sat�t�u�nU ui sa�u�uo aLj� �I 'z
£93� Sb a$�d
suoqipuo,l itiaauar�
ZIOZ `LI �nd :uoisina�
S.LI�1�Ydfl�OQ [�IOI.Lt��3I��dS NOI.L�f12I.LSNO� Q2IdQNV.LS
H.LiIOM .L2IOd 30 �1.LI�
aana��unn �� `x.�orn au� scu.io�.zad �li�n��� ounn .�o���a�uo�ans au� ��u� si q'Z'�'IO'Zi
pu� �'Z'�'IO'ZI sr�d�a��.z�d �o �ua�ui ar�� `uodn paaa�� st aa� paxi� ou pu� aa�
� snid x.zoM ac�� �o �so� �o sis�q au� uo aa� s���a�uo�qns �o saai� aaouz ao auo ataun� (i
`,(%s) �ua�aad an�
aa ii�us aa� s�ao���i�uo� au� `S'�'' i0' T i pu� ti'�' TO' I i ud�a��.��d aapun pa.ran�ul s�so� co� �a
`.a�u�ansuT pu� spuoq (z
`.sa��a j��ua.z pz�puz�s �uisn �uauzdmba unno s�ao�o�a�uo� .�o� saa� i��uaa (I
: io� �da�xa �ua�aad S i aa Ii�us aa� I�uoi�Tpp� s� to�����uo�
au� `£'�'' i 0' I i Pu� 'Z'�' I O' I i `T'�' I O' I I sr�d�a��a�d aapun pazzn�uT s�so� ao� •�
:}iio� au��o �so� au��o suoi�zod
snoi.z�n au� �o sa���ua�Tad �uinnojio� au� uo pas�q aa� � uau� `uodn paa.z�� �ou si aa� paxi� ��t •z
.co `aa� paxt,� alq��da��� �ii��n� � ' i
: snnoii°�
s� pauiuua�ap aq Il�us �l�otd pu� p�ac�.iano ao� aa� j�uoi}ipp� s�to���a�uo� auZ : aa� s,.�o��z�.��uo,� •�
'��' TO'Zi ud�T��i�d ui papinozd s� pauTuzaa}ap) �1�oad pu� p�au.zano io� aa� s�ao���a�uo�
� snid �IO'Ii ud�a��.c�d ut papinotd s� pauiu.ita�ap) }lao� au� �o �soa au� �o sis�q
ac�� uo `Z'g'IO'ZT ud�a��i�d iapun pauo�al �ou st a�Tid �iun zo ums dumj � oa �uauzaaa�� pu�
s�uauzn�oQ ���a�uo� au� ut paure�uo� sa�itd �tun �iq paTanoo �ou st panjonui �i.iorn au� aiaunn '£
ao
`}jaorn �t�x� �o �so� au� �uiotad �o auzi� au� �� ajq�aasa.zo� ai� �zu� s���duzi �a�puo�as �u� �o
�so� au� apnl�ut Il�us P� `�Z'�'i0'Zi ud�t��t�d u�in� a�u�pao��� ui �jta�ssaoau �ou �i�otd pu�
p�ac�aano to� a�u�nnoli� u� apniout ��cu u�Tunn) a�tid �1un ao uzns duzni paat�� �ili��n� ��a
`s�uauzn�oQ �o�a�uo� au� t�t paui��uo� sa�itd �Tun �iq pa.tano� �ou st panionui �Itorn at�� aaaunn 'Z
To `•(£0'T I Lid�t��.red�o suotslnoad
au� o� ��afans) panjonuT suza�t au� �o sat�t�u�nb au� o� sa�T.zd �tun u�ns �o uoT���ildd�
�q `s�uauzn�oQ ���a�uo� au� ui paut��uo� sa�i.td �iun �q palano� si panionui }itorn au� ataunn ' i
:snnolio� s� pautuz.ia�ap aa IiTn� .tap.ip a�u�u� ��q paaano� �iiorn �u��o anl�n au,I, �Q
•tap.ip a�u�u� � �q pa�u�u� aq �iuo ��uz a�Tid ���.t�uo� au.L '�
a�t.��d��z�.��uo,��'o a�ubzt� i0'ZI
�L�II,L .L�V2I.I,I�IOa 30 ��I�I�Ha ��aRId .L��2i1,I�I0a 30 ��I�I�'Ha — ZI �'I�I,L2I�
. 'ala��?Idd� �ou
aa� s�uauzacmbaz �uauzams�auz �ai�u�nb su�jd au� `s���.i�uo� �t�t�ads a�is-uou lo �lionn �noij�� ao,� •g
£93� 9h a�tid
suoqipuo� ��aauan
ZI OZ `LI 7��ny :uoisina�
S.LI�I�Y�If1�OQ [�IOI.Lb'�3I��dS I�iOI.L�Cl2I.LSNO� Q2P�QNt�,LS
H.L?IOM .L2I03 30 A,LI�
•��i� au� �q pausluzn� aq o� si u�lunn `�iu� �l `I�Tta��cu ao uot��uz.io�ul
apinold o� ��t� au��o aanjre� au� �iq pasn�� si �o���a�uoa au� o� �so� �i�xa alq�pion�un pu� ��aaip
uaunn �da�xa `�iao� au� o� sa�u�aputu .zo s�i�jap io� uoT��suaduzo� ou aniaoai ii�us .zo�o�a�uo� auZ •Q
•.to�o�a�uo� �o joa�uoo ar�� utc��cro s��Iap aq o� pauzaap aq il�c�s aatiddns xo
ao���T�uooqns ��o jot�uo� au� uiu�inn pu� o� ajq��nc�ia�e s��laQ •�o�o�a�uo� �o joi�uo� au� uiu�Tnn
s��1ap to� auziZ ���t�uo� to a�i.id ���t�uo� ut �uauz�snfp� u� o� pal�t�ua aq �ou ti�us zo���l�uo� •�
•�oafoad pa��dtot�u� ao ��afoad aau�o �u� u�tnn uot��auuoo ut ao uo to���.z�uo�
�q pauT��sns (s�so� uol�nlosat a�ndsip I2Lj�0 i0 LIOi�L.i�TCIIL .IO �no� ji� pu� sj�uotssa�oad .zau�o
pu� `s�iauao�� `s��a�lu�i� `saaaui�ua �o sa�.��u� pu� saa� Ii� o� pa�tuzii �ou �nq �ulpni�ui) sa��uz�p
io `sassoj `s�so� `suzT�J� �u� io� io�o�.t�uo� o� aiq�Ti aq �ou i1�us ��i� `pa�i�iap sl ao���i�uo� �I •g
'LjCIL.T�L'ILd Stt��
ut paqi.��sap s��iap au� ao� �pauzaT anisni�xa pu� alos s�.zo���.z�uo� aq ii�us �uauz�sn�p� u� u�ns
•porJ �o s��� .io `suoi�tpuo� .iau��ann i�uz.ioua� `s�iuzaplda `spoo� `sa.zi� �� ai�i�z� �q pa��iduza�uo�
s� �jaon� iau�o �uluzao�aad sto�����uo� taL1�o ao s.�aun�o ��iii�n�o ��ai�au ao s��� `��1� �iq ��ai�au io
s��� `o� pa�iuzll aq �ou �nq `apni�u� ii�us ao���i�uo� �o io.i�uo� au� puo�aq s�i�IaQ •ao�a.�au� ap�uz
si uirei� �o�.z�uo� ��i ��Iap uons o� anp �soi auzi� au� o� i�nba �unouz� u� ut papua�xa aq ��uz
aurt,I, �o�.i�uo� au� `ao���i�uo� �o io.z�uoo au� puo�aq �i�lap o� anp aurtZ �����uo� at�� uiu�inn siiorn
au� �o �.��d �u� �o uot�alduzo� to a�u�uzao�.iad aLi� ui pa��jap �Jq�uos�aa si .io�o�a�uo� a�a� •�
s�fz�paQ £0'ZI
•u��d j��t�ta� au� s�oa��� �jasaanp� ��iap paLut�i�
.10 si.zorn �z�xg ac�� n�oc� sis�i�u� pou�ay� u��� j��i�it� �q mo�s u�� .IO��L.i�LiO� to ainpau�s
�oafoTd ar�� �o r���d i��i�iz� aL1� uo aq o� unnotis si ,f�jap pauit�i� ao pa��idu.ia�uoo }iio� �T�xg au�
ssaiun ��jap pauzl�l� ao� io �iio� �.T�xg io� pannotl� aa Itinn auziZ ���a�uoa aLI� �o uoisua�xa oN �g
•xap.zp a�u�ti� � �iq pa�u�u� aq �iuo ��uz auzil, �o�.i�uo� auZ 'V
aur1,� ��b�uo,��'o aSubt�,� ZO'Zi
•as�a.t�ap
�au uons �o (%S) �ua�iad ant� o� i�nba �unout� u� �c� aa� s�.io�o�.t�uo� uT uot��npap
� snid �so� ui as�ai�ap �au j�n��� aq� �o �unouz� au� aa tiTnn �so� ui as�aa�ap �au �
ui s�insai u�lunn a�u�u� �u� io� ��t� o� to���.i�uo� �q pannoii� ac� o� �ipa.io �o �unoui� aLl� •p
`•g'IO'ii
pu� `9'�' I O' I i Sud�a�ea�d _iapun paziuza�i s�so� �o sis�q ac�� uo aiq���d ac� il�tis aa� ou �o
`%SZ �o ssaoxa uT
aa pi�d saa� �o i��o� ani��inLun� ac�� ii�us as�� ou ui tanan�ou `to���T�uo�qns .tai� ian�oJ
�xau ati� o� pz�d �unouz� ar.I� 3� �%S) �ua�.tad ant,� �o aa� � prred aq u��a jiTnn ao���.t�uo�
pu� .�o���a�uo�qns aat� .tau�iu �iLr� �LLj� pLIL' Z'�'' I O' i i Pu� I'�' I O' i I sud�a��.t��
iapun io���.i�uo�qns r��ns �q paimout s�so� a���o �ua�.tad sj �o aa� � pt�d aq jjinn `aaT�
£93� Lb a$�d
suoi�ipuo,l �e.iauan
ZIOZ `LI 7sn�nd :uoistna�
S.LN�WII�OQ I�IOI.Ld�3I��dS t10I.L�f12I.LSNO� Q2IVQNt�.LS
H.LUOM .L2I03 30.I.LI�
•�sa�aa � azmbaa pu� �insaa
ant���au � pauzaap aq Ii�us �ut�saZ pa��t�iu� �i�T� �o asn�� �nou�inn uoi��lla�u�� s�1o���a�uo�
•s�sa�aa Ii� pu� �u� ao� �ut��d ao� alqisuodsai aq ij�us ao�o�i�uo� au� `�insaa ant���au .r�iTurts
aau�o ao «ss�d �ou pip„ �«it��„ � ut �insat Q £0'£I uoi��as siu� .zapun �ui�saZ �u� pinouS 'Z
`ao���a�uo� c��inn °aiQissod �ua�xa au� o� �ut�saZ u�ns a}�utpaoo� ilim �i�i� • j
'��?�
�q �itaios pauiu�.za�ap s� `�aorn au� �o �z�d �u� io� («�u1�saZ„) s�sa� ao suoT��adsui �tre urto�aad
o� («a�Z �u1�saZ„) �ao��.zoq�I �ui�sa� �uapuadapui u� �o sa�in.ias au� ao� a�u�.r�� �i�uz �i�i� •Q
'��?�
o� alq��da��� suol��ztu��ao �iq pauiio�aad aq it�us si�noTdd� io `s�sa�-aa `s�sa� `suoi��adsui u�ns
�}itorn au� uT uot��iodao�ui .zo� �oaxac�� as�u��nd s�ao���t�uo� o� aotad j�noadd� ao� pa�tuxqns
�uauzdmba io `su�isap xTuz `s1�1aa��uz �o a�u��da��� ao `�jtorn au� ui pa��.zod.to�ut aq o� �uauzdmba
ao si�iaa��uz �o a�u��da��� s���t� io� paambat si�noidd� .io `s�sa�-at `s�sa� `suot��adsut �u� u�im
uot��auuo� ui s�so� ii� ��d ti�us pu� �uiui��Qo pu� �ut�u�.r.re ao� aiQisuodsaa aq It�us ao���i�uo� •�
•suoi�tpuo� �a��uauzalddns at�� ui paqta�sap s� pi�d aq il�t�s t��tunn `suot��adsui
(�ZQ,I,) uot��jn�a� pu� aansua�iZ �o �uau.ia.z�daQ s�xa,I, �u� .io suot�ipuo� �i.re�uauzaiddns
au� ui paT�i�uapi �i1��i,�i�ads saa� asou� `aanannou `�ui�da�xa `.i�no.zdd� ao uoi��adsuT
�o sa��o�t�.ta� paambaa au� ��t� ustu.m� pu� `u�Tnna�au� uoi��auuo� ut s�so� jI� ��d `si�noTdd�
io s�sa�az `s�sa� `suoi��adsui �uapuadaput u�ns �LiILtIL�ClO pu� �ui�u�i.t� ao� �i�ijiqisuodsat
iln� auznss� li�us ao�o�a�uo� `panozdd� ao `pa�sa� `pa�oadsuT aq o� (�oatau� �z�d to) }jiorn au� �o
�u� aambax uoi��ipstanf �uTn�c� �ipoq otiqnd �iu� �o suot}�in�a� .�o s�n�Z `s�uauzn�oQ ���a�uo� �I •g
•s�sa� ao suoi��adsui
paxmba.c a���ilio�� o� iauuosaad �ut�sa� pu� uoi��adsui u�inn a��zadoo� Ii�us pu� si�no.zdd� io `s�sa�
`suoT��adsui paimbaz jj� ao� �i�orn au� �o ssauTp�aa �o a�t�ou �jauzi� ��t� ani� Il�us xo���i�uo� •�
suo���adsul pub s�sa� £0'£T
•ajq��tidd� s� �}innaaau� �iiduzo� ��uz �au� ��c�� os sui�t�oad pu� sampa�o.zd ��a��s s�.iO��L.I�LiO�
�o uzau� asinp� pu� ssa��� uons ao� suoi�tpuo� a��s pu� aado.id uzau� apinotd II�LIs to���t�uo� ��ui�sa�
pu� `uoi��adsui `uot��n.iasao atau� .io� sauzi� ajq�uos�a.� �� �to� au� pu� a�is au� o� ssa��� an�u
iiinn s�saia�ui i�uoi��ipsi.znf u�inn sai�ua�� I��uauzu.lano� pu� �saito��loq�1 �ui�sa� �uapuadapui `��i�
a��ro� o� ssa��� ZO' £ I
'£I ai�t�.i� siu� Lit paptnoid s� pa�da��� .io `pa��ai.to� `pa��afa.i aa ��uz �iaorn ant��a�aQ
ao���.l�uo� o� uant� aa iTin� a�palnnou�l j�n��� �s�tl ��t� uoiunn �o }Ito� ant�oa�ap II� �o aoi�oN
s��a�'aQ�'o a�t�o� j 0' £ I
xuon� �nrsa�.��Q
so �at�ia�a�� uo ��no�a� `�oiz��o� �suol,l.a�asul Q�� sss�i - £T �z�1.T.u�
£93o g fi a�e�
suoqipuol �eaauan
ZIOZ `L[ 7�ny :uo�sina�
S.Lt�I�Y�If1�OQ I�IOI.LFI�3I��dS NOI.L�fiTI.LSNO� Q?IVQNd.LS
H.L2IOM .L2I03 30 J.,LI�
�u� `.�o���a�uo� �o �i�auaq au� io� �u�tt sTc�� asi�.taxa o� ��t� �o �.T�d au� uo �i�np �u� o� asla ant�
�ou Ii�us xaorn au� do�s o� ��t� �o �u�ta slu� `tanan�oc� `pa��uiuziia uaaq s�u .tapzo �ons ao� asn�o ac��
ji�un `�oa.�au� uol�od �iu� ao `�iaorn au� do�s o� io���.t�uo� iapao ��uz �t� `s�uauzn�oQ ���i�uo� au�
o� utao�uo� jiinn �itorn pa�aiduzo� au� ��u� ��nn � u�ns ui �iaorn au� uz.to�Tad o� siT�� to `�uauzdmba ao
sj�ita��tu aiq��ms ao sia}jtonn pailpjs �uat�l��ns �iddns o� sIT�� .zo���i�uo� ao `ant��a�ap si x.zorn au� �I
�1�0�1 ��1� dO1S ��Llt �?� SO' £ I
�uoi��na�suooaa pu� `�uauza��idai `�ut�sa� `uoT�oadsui `uoi��naasqo `amsodxa `�uttano�un u�ns
o� aia��nqiT�� �i1��a.zip `r��oq .io `auziZ �o�a�uo� ar�� �o uotsua�xa u� .io a�iid ���i�uo� au� ui
as�a.z�ut u� parnoll� aa Il�us ao�o�.z�uo� `anT��a�ap aq o� puno� �ou si �Iaorn paaano�un au} �I 'Z
•�ao� ani��a�ap ac�� �uT�sa� pu� `�uin.iasqo `�uisodxa u�inn pa��iooss� s�so�
Ii� io� ajqisuodsat aq Iit�s Il�us to���a�uo� as�� u�iunn uT 80'£I ud�.t��z�d u�1�n aou�p.�o���
ut �aorn anT��a�ap �dao�� o� pai�i�ua ac� ii�us ��i� .ro `.(staq�o �o }iionn �o �uauza��idat
.�o .�redaa �o s�so� II� o� pa�iuzTj �ou �nq �uipnl�ui) uoi��ni�suo�ai co �uauia��idat �io�o��st��s
�o pu� ��ui�sa� pu� `uol��adsuT `uoi��naasqo °a.msodxa °�utiano�un u�ns o� �ui��iai io �o
�no �uTsii� (s�so� uoi�nlosaa a�ndsip iau�o ao �.moo ii� pu� si�uotssa�oad �au�o pu� �s�iau.io��
`s�oa�t��.�� `saaaui�ua �o sa�.t�uo pu� saa� ii� o� pa�tcutJ �ou �nq �utpnjout) sa��uz�p pu� `sassoi
`s�so� `suzi�i� II� ��d ii�us To���.z�uo� `ani��a�ap si �I.�o� patano�un ac�� ��u� puno� st �1 �I
•�uauidmba pu� `i�T.ia��u.t `aoq�l �t�ssa�au i1� �utc�stu.m�
`uoi�sanb ur �iaorn aci� �o uot�.tod ��u� `atmbaT �i�uz ��i� s� �ut�sa� to `uot�oadsut `uoi��n.tasqo .�o�
ajq�iren� a��cu asi�ntau�o io `asodxa `iano�un ii�us `�sanba.z s��i�t� �� `To���a�uo� `saau�o �iq pa�sa�
.io pa��adsui io ��i� �iq panaasqo aq �i.to� pa�ano� ��u� ala�sinp� .zo �t�ssa�au �t staptsuo� ��i� �I •g
�asuadxa
s�.to�o�.i�uo� �� pa��jda� pu� uoi��n.tasqo s��i� io� paaano�un ac� ���t� �iq pa�sanUaa �l `�snuz
�t `�f�t� au� �q suot��n.l�sui �T�i�ads io s�uauznooQ ���.i�uo� au� o� �t�i�uo� paaano� sT }i.�oM �u� �I '�
a��ro� �ul.�ano�cr� �0' £ i
'Q £0' £ I uot��as .iapun
panssi a�tonui io �sa�a.1 �u� �utpa��aa uzi�i� ���.t�uoa � a�i�Lu o� �u�i.i au� an�c� Ii�us �o���z�uo� •�
�asuadxa s�.to���l�Lio� �� aq ii�us �'£0'£i ud�i��i�d ur papino.id s� �I.to� �LiTiano�un •3
•uol��niasqo to� �I.ioM u�ns
.tano�un `��t� �q pa�sanbai �i `il�tjs zo���a�uo� `��c� �o a�uai.mouo� ua�tinn �noc��Tnn ao���i�uo�
�iq paaanoo si pano.idd� io �pa�sa� `pa��adsuT ac� o� si ��u� (s.tatl�o �o �j.tonn au� io) �i.to� �u� �� •g
�pt�d si a�Z
�tirlsaZ ar.l� jt�un �tiauz��d j�ut� anssi �ott jjtnn �i� `q�7 �ulasaZ au� ��d o� sjre� lo���i�uo� �1 ��,
�io���t�uo� o� s�sa�a.l 10� sa�tonut ii� pt�nnto� ilinn ��� •io���t�uo� �q q�Z �ut�sa,�
aLi� o� �i��aaTp pi�d aq Il�us Q£0' £ I uot��as sic�� tapun �sa�ai �u� To� panno s�unouz� �iu� •�
£93o 6b a�e�
suoui�uo� i�aauan
lieneral l:oncl �tions
Page 50 of 63
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Cor��ection or Removccl of Defective Worlc
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable scliedule, 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 arUitration or other dispute resoltrtion 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
Woric.
B. When correcting defective Worlc under the teims 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 Co�^rection 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 Worlc is found to be defective, or if the repair of any damages to the land or
areas made available for Conttactor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Worlc 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 instiuctions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Worlc coi�ected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and dainages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and ali 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral C;onqrtwns
Page 51 of 63
C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Worlc, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D, Where defective Worlc (and damage to other Worlc resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Worlc 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 wairanty 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 Worlc
If, instead of requiring coitiection or removal and replacement of defective Worlc, City prefers to
accept it, City may do so, Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Worlc and for the diminished value of the Woric 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 Woric,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Woi•lc so accepted.
13,09 City May Cor•rect Defectzve Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Worlc, or to remove and replace rejected Worlc as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perfoi7n the Worlc in accordance with the Contract Documents,
OP lf COI1tTactor fails to coinply with any other provision of the Contract Documents, City may,
aftez• 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
Conh�actor from all or part of the Site, talce possession of all or part of the Worlc and suspend
Conh�actor's services related thereto, and incoiporate in the Worlc all materials and equipment
incorporated in the Worlc, stored at the Site or for which City has paid Contractor but which are
stored elsewhere, Contractor shall allow City, City's representatives, agents, consLtltants,
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
(ienerai C;ontlrt�ons
Page 52 of 63
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 incoiporating the
necessary revisions in the Contract Documents with respect to the Worlc; 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
perfotmance of the Work attributable to the exercise of City's t•ights and remedies under this
Paragraph 13.09,
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 P�°ogress Pay»zents
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 Worlc completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Doeuments.
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
Worlc 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l.'onditions
Page 53 of 63
B, Revie�v ofApplicatioi�s;
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 malce 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 Worlc, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's lcnowledge;
a. the Worlc 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 Worlc 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 Worlc 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 checic the quality or the quantity of the Worlc as it has been
performed have been exhaustive, extended to eveiy aspect of the Worlc 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 inatters 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 Worlc.
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 revolce
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Worlc is defective, or the completed Worlc 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 co�7•ect defective Worlc or complete Worlc in accordance with
Paragraph 13.09; or
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPCATION DOCUMENTS
Revision: Augiut 17, 2012
Uenerai l;onq�Uons
Page 54 of 63
e. City has actual la�owledge 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 woric 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. Payn�ent: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payr��ent:
1. City may refuse to malce 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
a City has actual lcnowledge 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 Waf°ranty of Title
Contractor warrants and guarantees that title to all Worlc, 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral C;ondiUons
Page 55 of 63
14,04 Par°tr.'crl Utilr.'zcctioiz
A. Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed
part of the Worlc which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Worlc that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Worlc. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Worlc 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 Worlc ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A,1, City and
Contractor shall malce an inspection of that part of the Worlc to determine its status of
completion. If City does not consider that part of the Worlc to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Fival Acceptance by City.
14.05 Finallnspectioiz
A. Upon written notice from Contractor that the entire Worlc is complete in accordance with the
Contract Documents:
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulais in which this inspection reveals that
the Worlc is incomplete or defective. Contractor shall immediately talce 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 Worlc 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 Worlc identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
CITY OF FORT WORTH
STANDAIZD CONSTRUCTION SPGCIFCATION DOCUMENTS
Revision: Augwt 17, 2012
lieneral l:onditions
Page 56 of 63
14.07 Final Payment
� A. Applicatiof� for Payf��ent.�
1. Upon Final Acceptance, and in the opinion of City, Contractor may malce 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 Becotnes 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 oz;
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 speciiically 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 tei-�ninating the Contract,
malce payment of the balance due for that portion of the Worlc fully completed and accepted. If
the remaining balance to be held by City far Worlc not fully completed or conected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral C:ondrtions
Page 57 of 63
portion of the Worlc 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 Conh�act Claims,
B. Paf•tial Retair�age 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 Woric locations, the City may release a portion of
the amount retained provided that all other worlc is completed as determined by the City, Before
the release, all submittals and final quantities must be completed and accepted for all other worlc,
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waive�° of Clcrims
The acceptance of final payinent will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the worlc under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
1 S.O1 City 11�Iay Sztspenc� Work
A. At any time and without cause, City may suspend the Worlc or any portion thereof by written
notice to Contractor and which may iix the date on which Worlc will be resumed. Contractor
shall resume the Worlc on the date so fixed. During temporary suspension of the Worlc covered
by these Contract Documents, for any reason, the City will malce no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Worlc for an indefinite period, the Contractor shall
store all materials in such a maruler that they will not obstruct or impede the public uiulecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the worlc performed; he shall provide suitable drainage about the worlc, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment offthe job and returning the
necessary equipment to the job when it is determined by the City that construction inay be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipinent and no profit will be allowed. Reiinbursement may not be allowed if the equipment is
moved to another construction project for the City,
CITY OF FORT WORTH
STANDAFtD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral l;ontlidons
Page 58 of 63
15.02 City Nlay Tef°nzinate for Cause
A. The occurrence of any one or inore 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 worlcers 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 Enteiprise Ordinance #20020-1 2-20 1 1established 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 worlcmanship, 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 banlcrupt, or otheitivise
iinancially unable to cariy on the Worlc satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City 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 Woric.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Worlc. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPCATION DOCUMENTS
Revision: August 17, 2012
venerai wnuiuuns
Page 59 of 63
obligations, then City, without process or action at law, inay ialce over any poi-�ion of the
Worlc and coinplete it as described below.
a. If City completes the Worlc, City may exclude Contractor and Surety fi�om the site and
talce possession of the Woric, and all materials and equipment incorporated into the Worlc
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Worlc as City may deern expedient.
3. Whether City or Surety completes the Worlc, Contractor shall not be entitled to receive any
fui-ther payment until the Worlc 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
fi�om completing the Worlc, such excess will be paid to Conh•actor. 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 Worlc 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 Worlc, 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 claiin on account of the method used
by City in completing the Contract.
6. Maintenance of the Worlc 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 tei7ninated if Contractor
begins within seven days of receipt of notice of intent to terminate to coi�rect 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 acciue. 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 pi•ovided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lseneral C;onqrtions
Page 60 of 63
15.03 City May Ter•jninate 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
Conh•actor specifying the extent to which performance of Worlc under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conchisively 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 worlc 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. tei7ninate all orders and subcontracts to the extent that they relate to the performance of the
Worlc 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, Worlc 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 tei-�nination; 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 Worlc as shall not have been terminated by the notice of
termination; and
6, talce 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.
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
�enerai �ona�uons
Page 61 of 63
D. Not later than 15 days therea�fter, 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 subinitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his tei•mination
claim to the City in the form and with t17e 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 Worlc 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 Worlc;
2. expenses sustained prior to the effective date of termination in performing services and
fiu•nishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Worlc, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to teimination.
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 Worlc, 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 1G — DISPUTE ItESOLUTION
16.01 Methods and P��ocedu�°es
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 pai�ty to the Contract. Tirnely 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 Claiin 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:
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
�cuciai �.�uuni�ua
Page 62 of 63
1. elects in writing to involce any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the 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
eompetent jurisdietion.
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:
l. delivered in person to the individual or to a member of the firm or to an officer of the
coiporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address lcnown 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 elech•onic 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 iirst 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 Worlcing Day shall become the last
day of the period.
17.03 Ci�mulative 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 wananty 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 DOCIJMENTS
Revision: August 17, 2012
Uenefal l.'onp�t�ons
P�ge 63 of 63
17.04 Sirr�vival of Obligatior�s
All representations, indemnifications, warranties, and guarailtees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Docuinents, will suivive final payinent, completion, and acceptance of the Worlc or
termination or completion of the Contract or tei7nination of the services of Contractor.
17,05 Heaclr'i7gs
Ai�ticle and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDAItD CONSTRUCTION SPECIFCATION DOCtJMENTS
Revision: August 17, 2012
00 73 00 - 1
SUPPLEM�NTARY CONDITiONS
Page i of S
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENEIZAL CONDITIONS
Supplementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifcally noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resoiving Discrepancies"
Plans govern over Specifications and Specifications shall govern over standard details.
SC-4.OlA
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A.1., ��Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
Februaiy 28, 2013
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL O WN�R
NUMBER
"None"
TARGET DATE
OF POSSESSION
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
SG4.OlA.2, `�Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 5
Utilities oi• obstructions to be removed, adjusted, and/or relocated
The followiug is list of utilities and/or obsh�uctions that have not been removed, adjusted, and/or relocated
as of Februaiy 28, 2013:
EXPECTED UTILITY AND LOCATION
O WNER
TARGET DATE OF
ADJUSTMENT
"None"
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
The Contractor undei•stands and agrees that the dates listed above ai•e estimates only, are not guaranteed,
and do not bind the City.
SC-4.02A., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Worlc Under
Buzzsaw, see Soil Lab / Test Results.
The following are drawings of physical conditious in or relating to existing surface and subsurface
structures (except Underground Facilities) which are at or contiguous to the site of the Worlc
"None"
SG4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions lalown to tlie City:
"None"
SG5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: "None"
(3) Other: "None"
SC-5.04A., "Cont►•actor's Insurance"
The limits of liability for the insurance required by Paragraph GG5.04 shall provide the following
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Workers' Compensation, under Paragraph GG5.04A.
.Sipl2llOi�� �I7)7%ZS
Employer's liability
$100,000 each accident/occurrence
$1 D0, 000 Disease - each employee
$500, 000 Disease - policy li�tzit
SC-5.04B., "Contractor's Insurance"
CITY OI' FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
007300-3
SUPPLEMENTARY CONDITIONS
Page 3 of 5
5.04B. Conmlercial General Liability, under Paragraph GC-5.04B, Contractor's Liability Insurance
under Paragraph GG5.04B., which shall be on a per project basis covering the Conh-actor with
minimum limits oi
$1,000,000 each occurrence
$2,000,000 aggregate lirnit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Coimnercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance,
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile Liability, under Paragraph GG5.04C. Contractor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250, 000 Bodily Inji�fy per person /
$500, 000 Bodily Irjury pe�� accident /
$100,000 Property Damage
SC-5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks: "None".
The Contractor shall conduct its operations on raih�oad properties in such a manner as not to interfere with,
hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
Entry Agreement" with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
the right-of-entry (if any) required by a railroad company. The requirements specii►ed herein likewise relate
to the Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Conh•actual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
occupy, or touch railroad property:
(1) General Aggregate:
(2) Each Occurrence:
Required for this Conh�act
$ N/A
$ N/A
X Not required for this Contract
With respect to the above outlined insurance requirements, the following shall govern:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Apri13, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
007300-4
SUPPL�MENTARY CONDITIONS
Page 4 of 5
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
2$
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
1. V✓l�ere a single raih�oad company is involved, the Contractor shall provide one iusurance policy in
the name of the raih�oad company. However, if more than oue grade separation or at-grade
crossing is affected by the Project at entirely separate locations on the line or lines of the same
railroad company, separate coverage may be required, each in the amount stated above.
2, Where more than one cailroad company is operating on the same right-of-way or where several
railroad companies are involved and operated on their own separate rights-of-way, the Conh�actor
may be required to provide separate insurance policies in the name of each railroad company.
3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a
railroad company's right-of-way at a location entii•ely separate fi•om the grade separation or at-
grade crossing, insurance coverage for this worlc must be included in the policy covering the grade
separation.
4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
way, all such other work may be covered in a single policy for that rail�•oad, even though the woi•k
may be at two or more separate locations.
No worlc or activities on a raih�oad company's property to be performed by the Contractor shall be
commenced until the Contractor has furnished the City with au original policy or policies of the insurance
for each railroad company named, as requn•ed above. All such insurance must be approved by the City and
each affected Railroad Company prior to the Contractor's beginning worlc.
The insurance specified above must Ue carried until all Work to be performed on the raih�oad right-of-way
has been completed and tlle gi•ade crossing, if any, is no longei• used by the Contractor, In addition,
insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
Such insurance must name the railroad company as the insured, together with any tenant o�• lessee of the
railroad company operating over h�acics involved in tlie Project.
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 for the project,
SC-6.07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes: SC-6.07, Heavy & Highway Consh�uction Pi•evailing Wage Rates 2008
�R �„E;,,,. n,,..,.,,,.��..in� �,.,�..�,.,,�*;,,,,, n,,,.,,.,,,,,,,t..��� elC�$S-Get7e)'��
,
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses requii•ed by the Contract to be acquired by the Contractor:
Fort Wo��th City Sh�eet Use Pe�mit
SC-6.09B. "City obtained permits and licenses"
The following are known peimits and/or licenses required by the Conti•act to be acquired by the City:
"None".
SG6.09C. "Outstanding permits and licenses"
The following is a list of lcnown outstanding permits and/or licenses to be acquired, if any as of February
28, 2013: "None"
CITY OF FORT WORTH HMAC SURPACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised April 3, 2012
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 5
1
2 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
"None"
3
4 SC-7A2., "Coordination"
5
6 The individuals or entities listed below have conh�acts with the City for the performance of other work at
7 the Site:
Vendor Sco e of Worlc Coordination Authorit
"None" "None" "None"
8
9
10 SG8.01, "Communications to Contractor"
11
12 Secfiora 01 5813: Ter�tporary Project Signage
13
14 Dterirzg co�rstr[cetio�r, two projeet signs sltall Ge provide�l for eaclt street uftder co�tstrtcetio�z
15
16 All ref�zoved f�raterial/�Cebris naust be hauled off to a sr�itaGle drenrpsite witl:itz the sanie day
17
18 Co�:tractor slrall sarv-etcf curb & gutter «ird/or prrvenaent prior to removal
19
20 Contrnetor s/:aU baclzftll behiitd t/te curb, driveways, sidewalks, ADA ran:ps and etc. wiiltin fi-ve dnys
21 from the date of contpletion
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 SG13.03C., "Tests and Inspections"
29
30 "None"
31
32 SC-16.O1C.1, "Methods and Procedures"
33 "None"
34
35
36
37 END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised Apri13, 2012
Oi1t00-I
SUMMARY Or WORK
Page 1 of 3
1
2
3 PART1- G�N�RAL
S�CTION O1 11 00
SUMMARY OF WORIC
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summaiy of Work to be performed in accordauce with the Contract Documents
7 B. Deviations fi�om this City of Fort Wordl Standard Speci�cation
8 , l. None.
9 C.
10
11
Related Specification Sections include, but are not necessarily limited to"
1. Division 0- Bidding Requirements, Conti•act Forms, and Conditions of the Contract
2. Division 1- General Requirements
12 1.2 PRICE AND PAYMENT PROC�DURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiaiy to the various items bid,
15 No separate payment will be allowed for this Itein.
16 1.3 I2�FEI2ENC�S [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 l. Worlc is to include furnishing all laboi•, mate��ials, and equipment, and perfoi•ming
20 all Work necessary for this construction project as detailed in the Drawings and
21 Speci�cations.
22
23
24
25
26
27
28
29
30
31
32
33
34
35
B, Subsidiary Work
1, Any and all Worlc specifically governed by documentaiy requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiaiy itern of Woj�k, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stoi�ed on the Site.
3. Use and occupy only por-tions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised 7uly 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
oi i� oo-a
SUMMARY OF WORK
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
Do not enter upon private property for any purpose without having previously
obtained permission fi•om 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 secui•ed in writing by the
16 Contractor and a copy furnished to the City.
17 3. Unless specifically provided otherwise, clear all i�ights-of-way or easements of
18 obstructions which must be i•emoved to make possible proper prosecution of the
19 Work as a part of the project construction operations.
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
a
0
c.
A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessaiy to avoid
delay in the construction operations.
Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left fi•ee and unobstructed
and so as not to inconvenience occupants of adjacent property.
If the street is occupied by railroad tracks, the Worlc shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Worlc within Easements
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hour•s in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injuiy to property of any character resulting
fi�om any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, oi• at any time due to defective work, matei•ial, or
equipment.
6. Fence
a. Restore all fences encountered and removed dtuing construction of the Project
to the original or a better than original condition.
b. Erect temporaiy fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence worlc associated with easements, including removal,
temporaiy ctosures and replacement, shall be subsidia�y to the various items bid
in the project proposal, unless a bid item is specifically provided in the
proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
O1 11 00-3
SUMMARY OP 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 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANC� [NOT US�D]
6 1.10 DELIVERY, STORAG�, AND HANDLING [NOT US�D]
7 l.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WAI2I2ANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
O1 31 l9 - 1
PRECONS"I'RUCTION MEETING
Page 1 of 3
rJ
3 PART1- G�NERAL
4 1.1 SUMMARY
5
6
7
8
9
10
I1
12
13 1.2
S�CTION O1 31 19
PRECONSTRUCTION MEETING
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify constr•uction contract administration procedures
B. Deviations fi•om this City of Fort Worth Standard Specification
1. None.
C, Related Speciiication Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirelnents
PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidia�y to the various items bid.
���� 16 No separate payment will be allowed for this Item.
17 1.3 I2�FERENC�S [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend pz•econstruction 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. Conh�actor'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
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
01 31 19 - 2
PRECONSTRUCTiON MEETING
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
�, 26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
e. Other City representatives
f. Others as appropriate
4, Construction SchedLile �
a. Prepare baseline construction schedule in accordance witli Section O1 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5, Preliminary Agenda may include:
a. I�ltroduction of Project Personnel
b, General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Consh�uction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Pield Orders
k. Disposal Site Letter for Waste Material
1. I�Isucance Renewals
m. Payroll Certification
n. Material Certificatious and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s, Ti•ench Safety Plans
t. Confined Space Entry Standards
u. Cooi•dination with the City's representative foi• operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z, Special Conditions applicable to the project
aa. Damages Claims
bb, Submittal Procedures
ce, Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
O1 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT US�D]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED)
3 1.7 CLOS�OUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANC� [NOT USED]
6 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
7 1.11 I�'I�LD [SITE] CONDITIONS [NOT USED]
8 1.12 WARI2ANTY [NOT USED)
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT US�D]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
013(20-1
PROJECT MEETINGS
Page 1 of 3
1
2
SECTION O1 31 20
PROJECT MEETINGS
3 PART1- G�N�RAL
4 1.1 SUMMARY
5
6
7
8
�
11
12
13
A. Section Licludes:
1. Provisions for project nleetings througho�rt the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Foi�t Worth Standard Specification
l. None.
C. Related Speciiication Sections include, but are uot necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contcact
2. Division 1— General Requirements
14 1.2 PRIC� AND PAYM�NT PROCEDUltCS
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiaiy to the vai•ious items bid.
17 No separate payment will be allowed for this Item.
18 1.3 12EF�ItENCES [NOT USED]
19 1.4 ADMINISTRATIVE ItEQUIREMENTS
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
A. Coordination
1. Schedule, attend and admi�iister as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and su�pliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents,
3, Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including consti•uction start date
b. Answei• any constcuction related questions
2. Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
013120-2
PROJECT MEETINGS
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
a. Conh�actor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administez•ed by Project Representative.
2. Additiona( progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination beiween other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contr•acts
£ Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
013(20-3
PROJECT M��TINGS
Page 3 of 3
1 0. Review monthly pay request
2 p. Review status of Requests for Infoi•mation
3 6. Meeting Schedule
4 a. Progress meetings will be held periodically as determined by the Project
5 Representative.
6 1) Additional �neetings may be held at the request of the:
7 a) City
8 b) Engineer
9 c) Contractor
10 7. Meeting Loeation
11 a. The City will establish a meeting location.
12 1) To the extent practicable, meetings will be held at tl�e Site.
13 1.5 SUBMITTALS [NOT USED]
14 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
15 1.7 CLOSEOUT SUBMITTALS [NOT US�D)
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT US�D]
18 1.10 DELIV�RY, STORAG�, AND HANDLING [NOT USED]
19 1.11 FI�LD [SITE] CONDITIONS [NOT US�D]
20 1.12 WAI2ItANTY [NOT USED]
21 PART 2- PRODUCTS [NOT USED]
22 PART 3 - �XECUTION [NOT US�D]
23
24
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
25
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDAFtD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
01321G-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
1
2
3 PART1- GEN�RAL
4 1.1 SUMMARY
SECTION O1 32 1G
CONSTRUCTION PROGRESS SCHEDULE
5 A, Section Includes:
6 1. General i•equirements for the preparation, submittal, updating, status repoi�ting 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 fi•om 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 l. Work associated with this Item is considered subsidiaiy to the various items bid.
18 No separate payment will be allowed for this Itein.
19 1.3 REF�RENC�S
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Definitions
1. Schedule Tieys
a. Tier 1- No schedule submittal required by contract, Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
pt•ojects
d. Tier 4- Schedule submittal requii•ed by conh�act as described in tl�e
Specification and herein, Large and/or complex projects with long durations
1) Examples: laige water pump station pr�oject and associated pipeline with
interconnection to another governmental entity
e. Tier 5- Schedule submittal required by contract as described in the
Specification and herein. Large and/or veiy complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measm•ing progress and departures fi�om the schedule.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
013216-2
CONSTRUCTION PROGRESS SCH�DULE
Page 2 of 5
1
2
3
4
E
3, Progress Schedule - Monthly submittal of a progress schedule documenting
progi•ess on the project and any changes anticipated.
�. Scheclule Narrative - Coucise narrative of the schedule including schedule
changes, expected delays, lcey schedule issues, critical path items, etc
B. Reference Standards
6 1. City of Foi-t Worth Schedule Guidance Document
7 1.4 ADMINISTRATIVE ItEQUIREMENTS
8
9
10
11
12
13
14
15
16
17
A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as required in the City of Fort Worth Sc(iedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the woi•k to be perfoi•med and laiown issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and pi•eparing 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 Oi•deis
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. W(lenever it becomes apparent fi•otn the current progress Schedule and CPM Stah�s
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 appcoval 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 consti•uction manpower in such quantities and crafts as will
36 substantially eliminate the backlog of worlc and return current Schedule to
37 meet projected baseline completion dates
38 3) Increase the number of worlcing hours per shift, shifts per day, working
39 days per week, the amount of construction equipment, or any combination
40 of the foregoing, su�eiently to substantially eliminate the backlog of work
41 4) Reschedule activities to achieve maximum practical concurrency of
42 accomplishment of activities, and comply with the revised schedule
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 02098
Revised July 1, 2011
013216-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
2. If no written statement of the steps intended to take is submitted when so i•equested
by the City, the City may direct the Contractor to increase the level of effort in
manpower (trades), equipment and work schedule (overtime, weekend and holiday
work, etc.) to be employed by the Contractor in order to remove or arrest the delay
to the critical path in the approved schedule.
a. No additional cost for such work will be considered.
D. The Contract compleiion time will be adjusted only for causes speci�ed in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessary to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, make findings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the total number of days ailowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
the networlc will not be the basis for a change therein.
2. Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessaiy for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float or slacic time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised hily 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
013216-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
E. Coordinating Schedule with Other Contract Schedules
1
Q
a. Float or slacic time is not for the exclusive use oc benefit of eifl�er the
Contractor or the City.
b. Proceed with worlc accordiug to early stai�t dates, and the City shall llave the
right to reserve and apportion float time according to the needs of the project.
c. Aclalowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providiug that the actual delay does not exceed the float time associated with
those activities.
Where woi•lc is to be performed under this Conh•act concui��ently with or contingent
upon woi•lc pei•fol•med on the same faeilities or area uuder othei• contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts fi�om tl�e City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by ct7anges in corresponding schedules.
In case of interference between the operations of different contractois, the City will
determine the worlc priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Pcoject.
a. In such cases, the decision of tlle City shall Ue accepted as final.
b. The temporary delay of any worlc due to such circumstances shall not be
considered as justification for claims for additional compensation.
22 1.5 SUBMITTALS
23 A. Baseline Schedule
24
25
26
27
28
29
1
2
Subinit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
Submit draft baseline Schedule to City prior to the pre-constcuction meeting and
bring in hard copy to the meeting for review and discussion,
30 B. Progress Schedule
31 1. Submit progress Schedule in native file format and pdf format as required in the
32 City of Fort Worth Schedule Guidance Document.
33 2. Submit progress Schedule monthly no later than the last day of the month.
34
35
36
37
38
C. Schedule Narrative
1. Submit the schedule narrative in pdf format as required in the CiTy of Fort Wot�th
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D. Submittal Process
39 l. The City administeis and manages schedules through Buzzsaw.
40 2. Contractor shall submit documents as i•equired in the City of Fo��t Worth Schedule
41 Guidance Document.
42 3. Once the project has been completed and Final Acceptance has been issued by the
43 City, no further progress schedules are required.
CITY OP PORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS 02098
Revised July I, 2011
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINT�NANC� MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
5 A. The person preparing and revising the COi1Stl"UCtIOri Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporting documents addressed in this Speci�cation shall be prepared,
8 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 D�LIV�RY, STORAG�, AND HANDLING [NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED)
13 1.12 WAI212ANTY [NOT USED]
14 PART 2- PRODUCTS [NOT US�D)
15 PART 3 - �XECUTION [NOT US�D)
16
17
18
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OP FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 2011
01 32 33 - 1
PR�CONSTRUCT[ON VIDEO
Page 1 of 2
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 32 33
PRECONSTRUCTION VIDEO
5 A. Section I�lcludes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations fi•om this City of Fort Woi-th Standard Specification
9 1. None.
10 C. Related Speci�ication Sections include, but ai•e not necessarily limited to:
11 1. Division 0— Bidding Requii•ements, Contract Forms and Conditions of the Conti•act
12 2. Division I— General Requiremeirts
13 1.2 PRICE AND PAYMENT PROCEDUI2ES
14 A. Measurement and Payment
15 1, Work associated with this Item is considered subsidiaiy 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 REQUIR�M�NTS
19 A. Preconstruction Video
20 l, 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 i•equest by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance stu•ety
24 period.
25 1.5 SUBMITTALS [NOT US�D]
26 1,G ACTION SUB1ViITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
28 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANC� [NOT US�D]
30 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
31 1.11 FI�LD [SIT�] CONDITIONS [NOT US�D]
32 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH HMAC SL)RFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
O1 32 33 - 2
PRECONS"I'RUCTION ViDEO
Page 2 of 2
1 PART 2- PR011UCTS [NOT USED]
2 PART 3- EXECUTION [NOT US�D]
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 (2013-5)
02098
O(4523-1
TESTING AND 1NSPECTION SERVICGS
P�ge I of 2
�
3 PART1- GEN�RAL
S�CTION O1 45 23
TESTING AND 1NSPECTION SERVICES
4 1.1 5UMMARY
5 A. Section I�icludes:
6 1. Testing and inspection services procedures aud coordination
7 B. Deviations fi�oin this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contcact
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYM�NT PROC�llURES
13
14
15
16
17
18
19
20
21
22
23
24
A. Measurement and Payment
1. Work associated with this Item is considered subsidiaiy to the various Items bid.
No separate payment will be allowed for this Item.
a. Conti•actor is responsible for performing, coordinating, and payinent of all
Quality Control testing.
b. City is r•esponsible for performing and paymenY for first set of Quality
Assurance testing.
1) If the �rst Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occuis.
a) Final acceptance will not ba issued by City until all i•equired payments
foi• testing by Conti•actor have beeu paid in full.
25 1.3 R�I'ER�NC�S [NOT US�D]
26 1.4 ADMINISTRATIVE I2�QUIREM�NTS
27
28
29
30
31
32
33
34
35
36
37
38
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be perfocmed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is requii•ed to be co�npleted by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Pi•oject directory for electi•onic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
.
►�
�
22
23
24
25
I..
01 45 23 - 2
TESTING AND INSPEC"I'tON SERViC�S
Page 2 of 2
2) Upload test repoi•ts to designated project directoiy and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distributiou (if required in lieu of electronic distribution)
1) Tests performed by City
a) Dist��ibute 1 liard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including tl�e following information:
a. Name of pit
b. Date of delivery
a Material delivered
B. Inspection
l. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT US�D]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED)
PART 2 - PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28
�
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
01 50 00 - I
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
1
2
SECTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PART1- G�N�RAL
4 l.l SUMMARY
5
6
7
8
9
10
11
12
13
14
15
16
17
A. Section Includes:
1. Provide temporary facilities and controls needed for the Worlc including, but not
necessarily limited to:
a. Temporaiy utilities
b. Sanitary facilities
c. Stoi•age Sheds and Buildings
d. Dust control
e. Temporaiy fencing of the construction site
B. Deviations fi•om this City of Fort Worth Staudard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
18 1.2 PRICE AND PAYMENT PROCEDUI2ES
19 A. Measurement and Payment
20 1. Worlc associated with this Item is considered subsidiaiy to the vacious Iterns bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFEI2ENCES [NOT USED]
23 1.4 ADMINISTRATIVE 12EQUIIt�M�NTS
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
A. Temporary Utilities
1. Obtaining Temporary Service
a, Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authocities
l�aving jurisdiction.
c. Be responsible for utility service costs until Woi•Ic is appi•oved for Final
Acceptance.
1) Inclltded are fuel, power, light, heat and other utility services necessaiy for
execution, completion, testing and initial operation of Worlc.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives,
c. Coordination
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
o� s000-a
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 1) Contact City 1 weelc 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 po�ver service includes temporary power se�vice or generator to
10 maintain operations during seheduled shutdown.
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitaiy Facilities
Provide and maintain sanitaiy facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitaiy facilities.
b. No discharge will be allowed fi•om these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project,
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weathet• damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly matmer.
a. Place materials and equipment to permit easy access for identi�cation,
inspection and invento�y.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
enviromnents acceptable to specified manufacturers.
5. Fill and grade site for temporary str•uctures to provide drainage away from
temporaiy and existing buildings.
6. Remove building fi•om site prior to Final Acceptance.
�3 D. Temporary Fencing
44 1. Provide and maintain for the duration or construction when required in contract
45 documents
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 02098
Revised July 1, 2011
O15000-3
TEMPORARY PACILITIES AND CONTROLS
Page 3 of 4
1 E. Dust Control
2 1, Contractor is responsible for mainiaiiliug dust control through the duration of tlie
3 project.
4 a. Contractor remaii7s on-call at all times
5 b. Must respond in a timely manner
6 F. Temporaiy Protection of Construction
7 1. Contractor or subconti•actoi•s ai•e i•esponsible for protecting Work fi•om 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 MAINTENANC� MAT�RIAL SUBMITTALS [NOT US�D]
13 1.9 QUALITY ASSURANCE [NOT USED]
14 1.10 D�LIV�RY, STORAGE, AND HANDLING [NOT US�D]
15 1.11 FIELD [SITE] CONDITIONS [NOT US�D]
16 1.12 WAI2RANTY [NOT US�D]
17 PART 2- PRODUCTS [NOT USED]
t 8 PART 3- EXECUTION [NOT US�D]
19 3.1 INSTALLERS [NOT USED]
20 3.2 �XAMINATION [NOT US�D]
21 3.3 PIZEPARATION [NOT USED)
22 3.4 INSTALLATION
23 A. Temporary Facilities
24 l. Maiiltain all teinporary facilities for duration of construction activities as needed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
oi s000-a
TEMPORARY PACILITIES AND CONTROLS
Page 4 of 4
1 3.5 [REPAIR] / [RESTORATION)
2 3.G 12�-INSTALLATION
3 3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT USED]
4 3.8 SYST�M STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT US�D]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES
8 A. Temporary Facilities
9 1. Remove all temporary facilities and restore ai•ea after completion of the Work, to a
10 condition equal to or better than prior to start of Work.
11 3.12 PROT�CTION [NOT US�D]
12 3.13 iVIAINTE�TANCE [NOT USED]
13 314 ATTACHMENTS [NOT USED]
14 �ND OI+ SECTION
15
16
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFPIC CONTROL
Page 1 of 3
1 SECTION O1 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- G�N�RAL
��I��Y��ul��'�
5
6
�
8
9
10
11
A. Section Inchtdes:
1. Admiuistrative proced�u•es for:
a. Street Use Permit
b. Modification of approved traffc control
c. Removal of Street Signs
B. Deviations fi�om this City of Fort Worth Standard Specification
l. None.
12 C. Related Specification Sections include, but are not necessarily limited to;
13 1. Division 0— Bidding Requii•ements, Contract Forms and Conditions of the Contract
14 2. Division 1— General Requicements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 l. Work associated with this Item is considered subsidiaiy to the various Items bid,
19 No separate payment will be allowed for this Item.
20 1.3 REFEItENCES
21 A. Refecence Standards
22 1. Reference standards cited in this specification refei• to the current ceference 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 Traf�c Control Devices (TMUTCD),
26 1.4 ADMINISTRATIVE ItEQUIIt�MENTS
27
28
29
30
31
32
33
34
35
36
A, Traffic Control
1. General
a. Wl�en traffic control plans are included in the Drawings, provide Traffic
Conti•ol in accoi•dance with Di•awings and Section 34 71 13.
b. When traf�c contro( plans are not included in the Dcawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 worlcing days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Pei•mit is required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
01 55 26 - 2
STREET USE PERMIT AND MODIPiCATIONS TO TRAFPIC CONTROL
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
a. To obtain Street Use Permit, submit T�•affic Control Plans to City
Transportation and Public Worlcs Department.
1) Allow a minimum of 5 worlcing days for permit review,
2) Conh�actor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modi�cation to Approved Traffic Control
l. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accoi•dance with Section 34 71 13.
2) Allow minimum 5 working days for i•eview of revised Traffic Control,
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
L If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
l. In the case of regulatoiy signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Contcol
Devices (MUTCD).
2. Install temporaiy sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2013-5)
02098
015526-3
STR�ET USE PGRMIT AND MODIFICATIONS TO TRAPFIC CONTROL
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED]
3 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
4 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT US�D]
5 19 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORA.GE, AND HANDLING [NOT USED]
7 1.11 FI�LD [SIT�] CONDITIONS [NOT USED]
8 1.12 WAI2I2ANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EX�CUTION [NOT US�D]
i�_�D �1Z�10[�DC�y����i
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
OI5813-1
TEMPORARY PROJEC'I' SIGNAGE
Page 1 of 3
1
2
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
S�CTION O1 58 13
TEMPORARY PROJECT SIGNAGE
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations fi•om this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— Genei•al Requirements
1.2 PRIC� AND PAYM�NT PROCEDIJR.ES
A. Measurement and Payrnent
l. Work associated with this Item is considei•ed subsidia�y to the various Items bid.
No separate payment will be allowed for this Itetn.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUTI2EMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.'1 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT US�D]
110 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED)
L12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED [oa) OWNER-SUPPLI�DPRODUCTS [NOT USED]
28 2.2 EQUIl'MENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July l, 2011
1
2
3
4
5
6
7
015813-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1. Provide fi�ee standing Project Desiguation Sign in accordance with Ciry's Standacd
Details for project signs,
B. Materials
1, Sign
a. Constj�ucted of 3/4-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORI�S [NOT US�D]
2.4 SOURC� QUALITY CONTROL [NOT USED]
8 PART 3 - EX�CUTION
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 e:ctents 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 I2EPAIR / ItESTORATION [NOT USED]
21 3.G RE-INSTALLATION [NOT USED]
22 3.7 FIELD (oa] SITE QUALITY CONTROL [NOT USED]
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CL�ANING [NOT US�DJ
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT US�D]
28 3.13 MAINT�NANC�
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
33
END OF SECTION
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (20(3-5)
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS 02098
Revised July 1, 201 I
,f
O1 58 13 - 3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
01 70 00 - I
MOBILIZATION AND REMOBILIZATION
Page 1 of 3
2
S�CTION 01 70 00
MOBILIZATION AND REMOBILIZATION
3 PART1- G�N�RAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
A. Section Includes:
2. Mobilization and Deinobilization
a. Mobilization:
1) Trausportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary genei•al facilities for the Contractor's operation
at the Site
3) Preiniums paid for performance and payment bonds
4) Transportation of Conti•actor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary genei•al facilities for the Contractor's operation
fi•om one location to another location on the Site.
b. Demobilization:
1) Transportation of Contractoi•'s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specifc items of
woi•lc that are for which payment is provided elsewhere in the contract.
3. Remobilization
a. Remobilization for Suspension of Work specifically rec�uired in the Contract
Documents or as i•equired by City includes:
1) Deinobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies fi•om the Site inclLiding disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Docuinents neeessary to suspeud the Worlc.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization:
a) Transpoi�tation of Contractoi•'s personnel, equipment, and operating
supplies to the Site necessaiy to resume the Work.
b) Establishment of necessaiy general facilities for the Contraetor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization froin one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Detnobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7une 7, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
oi�000-2
MOBILIZATION AND REMOBILIZATION
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
1) Mobilization shall co►lsist of the activities and cost on a Worlc Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessa�y general facilities for the Contractor's
operation at the Site for the issued Wor]< Order
2) Demobilization shall consist of tlie activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies fi�om the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b, Mobilization and Demobilization do not include activities for specific items of
worlc for which payment is provided elsewhere in the contract.
4, Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 houis of the issuance of the Work Order.
B. Deviations fi�om City of Fort Wor�th Standards
�#,[.�:
21 C. Related Speci�cation Sections include but are not necessarily limited to
22 2. Division 0- Bidding Requirements, Conteact Forms, and Conditions of the
23 Contract.
24 1.2 PRICE AND PAYMENT PROCEDURES
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
A. Measurement and Payment
2. Mobilization and Demobilization
a. Measurement and Payment
1) Work associated with this Item is considered subsidia�y to the various items
bid. No separate payment will be allowed for this item.
3. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization preformed.
b. Payment
1) The work performed in accordance with this Item will be paid for at the
unit price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
4. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of 00 72 00 General Conditiovs.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
017000-3
MOBILIZATION AND REMOBILI7ATION
Page 3 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
2) No payments will be inade for standby, idle time, or lost profits associated
with tliis Item.
5. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurenlent for this Itein shall be foi• eacl� Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance wit(i this Item will be paid for at tha
unit price per each "Work Order Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as deseribed in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Docttments
b. Payment
1) The Worlc performed in accordance with this Item will be paid for at the
unit price per each "Work Oi•der Emergency Mobilization" in accordance
with Conh•aet Documents, Demobilization shall be coilsidered subsidiaiy
to mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
31 1.3 TO 1.12 [NOT USED]
32 PART 2- PRODUCTS [NOT US�D]
33 PART 3 - �XECUTION [NOT US�D]
34
«7
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06]
36
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
017123-1
CONSTRUCTION STAKING
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
S�CTION O1 71 23
CONSTRUCTION STAKTNG
5 A. Section includes:
6 1. Requirements for construction staking,
7 B. Deviations fi•om this City of Fort Woi�th 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 subsidiaiy to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REF�RENCES [NOT USED)
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
A. Construction Stakes
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
3. General
a. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
b. Contractor is responsible for preserving and maintaining stakes furnished by
City.
a If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup.
1) The cost for staking will be deducted fi�om the payment due to the
Contractor for the Project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section O1 33 00.
1. All submittals shall be approved by the Engineer or the City pi•ior to delivery.
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
017123-2
CONSTRUCTION STAKING
Page 2 of 3
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
2 A. Cei-tificates
3 1. Provide certificate cei-tifying that elevations and locations of improvements are in
4 conformance oi• non-confoi•mance with i•equirements of the Contract Documents.
5 a. Certificate tnust be sealed by a registered professional land sui•veyor in tlle
6 State of Texas.
7 B. Field Quality Control Submittals
8 l. Documentation verifying accuracy of field engineering worl<
9 1.7 CLOS�OUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
11 1.9 QUALITY ASSURANCE
12 A. Use adequate numbeis of slcilled worlanen who are thoroughly trained and experienced
13 iii the necessary crafts and wl�o ara completely familiar with the specified requirements
14 and the methods needed for proper performance of the Work.
15 1.10 D�LIV�RY, STORAGE, AND HANDLING [NOT USED]
16 1.11 FI�LD [SIT�] CONDITIONS [NOT US�D]
17 112 WAI2I2ANTY [NOT US�D]
18 PART 2- PRODUCTS [NOT US�D]
19 PART 3 - �XECUTION
20 3.1 INSTALLERS [NOT US�D]
21 3.2 �XAMINATION [NOT US�D]
22 3.3 PItEPARATION
23 A. Verify location and protect control points before commencing Worlc.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
25 3.4 APPLICATION [NOT USED]
26 3.5 REPAIR / IZESTORATION [NOT USED)
27 3.6 RE-INSTALLATION [NOT US�D]
28 3.7 FIELD [oR] SITE QUALITY CONTROL
29 A. Preserve permanent reference points during progress of the Worl<,
30 B. Do not change or relocate reference points without approval fi•om the City.
31 C. Utilize recognized engineer•ing survey practices.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 20i 1
1 3.8 SYST�M STARTUP [NOT US�D]
2 3.9 ADJUSTING [NOT US�D]
r `;
3 3.10 CLEANING [NOT US�ll]
4 3.11 CLOS�OUT ACTIVITIES [NOT USED]
5 3.12 PROT�CTION [NOT USED]
6 3.13 MAINTENANCE [NOT US�D]
7 3.14 ATTACHMENTS [NOT USED]
8 �ND OF SECTION
9
�
017123-3
CONSTRUCTION STAKING
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised 1uly 1, 2011
017423-1
CLEANING
Page 1 of 4
1
2
SECTION O1 i4 23
CLEANING
3 PART1- G�NERAL
4 l.l SUMMARY
5
6
7
8
9
10
11
12
13
14
A. Section blcludes:
1. Intermediate and final cleauing for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations fi�om this City of Fort Worth Standai•d Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydi•o-Mulching, Seeding and Sodding
1.2 PRIC� AND PAYM�NT PROCEDUR�S
15 A. Measurement and Payment
16 1. Woi•]c associated with this Item is considered subsidiaiy to tlle various Items bid.
17 No separate payment will be allowed for this Itein.
18 1.3 R�FEI2ENCES [NOT US�D]
19 1.4 ADMINISTRATIV� R�QUII2�M�NTS
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 US�D]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
28 1.8 MAINTENANC� MAT�RIAL SUBMITTALS [NOT USED]
29
30
31
32
33
1.9 QUALITY ASSURANCE [NOT US�D]
1.10 STORAGE, AND HANDLING
A. Stoi•age and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed foc
those materials.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
1 1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
2 1.12 WAI2I2ANTY [NOT US�ll]
3 PART 2 - PRODUCTS
4 2.1 OWN�R-FURNISH�D [oR] OWNER-SUPPLI�DPRODUCTS [NOT US�D]
5 2.2 MAT�RIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recornmended by manufacturer
11 2.3 ACCESSORI�S [NOT US�D]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EX�CUTION
01 74 23 - 2
CLEANING
Page 2 of 4
14 3.1 INSTALLERS [NOT USED]
15 3.2 �XAMINATION [NOT US�D]
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 US�D]
20 3.7 FIELD (oR] SIT� QUALITY CONTROL [NOT USED]
21 3.8 SYST�M STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thiimer in
29 storm or sanitaiy drains or sewers.
30 4. Dispose of degi•adable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved soiid waste disposal site or in an
32 alternate manner approved by City and regulatoiy agencies.
CtTY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
O 1 74 23 - 3
CL�ANING
Page 3 of 4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly cleau, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary consh•uction 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 cleaniug completed at the expense of the Contractoi•,
8 10. Do not burn on-site.
9 B. Intermediate Cleaning dw•ing Construction
10 1. ICeep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations,
12 2. At maximum weekly intei•vals, dispose of waste materials, debris and i•ubbish.
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 fi•om site at a minimum of once per weelc
17 4. Vacuum clean interior areas when ready to ceceive finish painting.
18 a. Continue vacuum cleaning on an as-�leeded basis, until Final Acceptance.
19 5. Prioi• to stoi•m events, thoi•oughly clean site of all loose or unsectu�ed items, which
20 may become ail•borne or transpoi-�ed by flowing �vatei• during the storm.
21 C. Interior Final Cleaning
22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
23 foreign materials fi•om sight-exposed siu�faces.
24 2. Wipe all lighting fixtl�re ceflectors, 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 opei•ated
29 during construction.
30 b, Clean ducts, bloweis 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
36
37
38
39
40
41
42
D. Exterior (Site or Right of Way) Final Cleaning
1, Remove trash and debi�is containers from site.
a. Re-seed areas disturbed by (ocation of t�•ash and debris containeis in accordance
with Section 32 92 13,
2. Sweep roadway to remove all rocics, pieces of asphalt, conci•ete oi• any otlier object
that may hinder or disi•upt the flow of ti•affic along the roadway.
3, Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2013-5)
02098
1
2
3
4
5
6
7
8
�
10
017423-4
CLEANING
Page 4 of 4
4. If no longer required for �naintenance of erosion facilities, and upon appi•oval by
City, remove erosion control fi�om site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITI�S [NOT USED)
3.12 PROT�CTION [NOT USED]
3.13 MAINT�NANC� [NOT US�D]
3.14 ATTACHMENTS [NOT US�D]
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
01 77 19 - 1
CLOSEOUT REQU[RGMGNTS
Page 1 of 3
�
SECTION Ol 77 19
CLOSEOUT REQUIREM�NTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B, Deviations fi�om this City of Fort Worth Standard Specification
8 1, None.
9 C. Related Specification Sections inchide, but are not necessarily limited to:
10 l. Division 0— Bidding Requirements, Contract Fornls and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRIC� AND PAYM�NT PROC�DUR�S
13 A. Measurement and Payment
14 1. Worlc associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Itein.
16 1.3 ItEF�It�NCES [NOT US�D]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
A. Guai•antees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certi�cates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City,
B. Release of Lie�is or Claims
1. No application for final payment will be accepted wltil satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
26 A. Submit all required documentatioi� to City's Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
4
i
01 77 19 - 2
CLOSEOU'1' REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUI3MITTALS [NOT US�D]
2 1.7 CLOS�OUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT US�D]
4 PART 3 - �X�CUTION
5 3.1 INSTALL�RS [NOT US�D]
6 3.2 �XAMINATION [NOT USED]
7 3.3 PIt�PARATION [NOT USED]
8 3.4 CLOSEOUT PROC�DURE
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Prior to requesting Final Inspection, submit:
l. Project Record Documents in accordance with Section O1 78 39
2. Operation and Maintenance Data, if cequired, in accordance with Section O 1 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
O1 74 23.
C. FinalInspection
1. After final cleaning, provide notice to tl�e City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contcactor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Woi•k
required to remedy defciencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Worl< associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
£ Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
O(7719-3
CLOSEOUT REQUIREMENTS
Page 3 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 3.5
3.10 CL�ANING [NOT US�D]
3.11 CLOSEOUT ACTIVITI�S [NOT US�D)
312 PROTECTION [NOT USEll]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT US�D]
19 3.6 ItE-INSTALLATION [NOT USED]
20 3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT US�D]
21 3.8 SYST�M STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23
24
25
26
27
28
29
D. Notice of Project Completion
l. Once the City Project Representative fnds the Work subsequent to Final Iuspectiou
to be satisfactoiy, the City will issue a Notice of Project Completion (Green Sheet).
E, Suppoi�ting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payinent Request
b. Statement of Contract Time
c. Af�davit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g, Performance Evaluation of Contractor
F. Letter of Final Acceptance
1, Upon review and acceptance of Notice of Pi•oject Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
12�PAIR / I2�STORATION [NOT US�D]
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
01 78 39 - 1
PROJECT T2�CORD DOCUMENTS
Page 1 of 5
1
2
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
SECTION Ol 78 39
PROJECT RECORD DOCUMENTS
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Repoi�ts
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations fi•om this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Iteins bid.
No separate payment wil] be allowed for this Item.
1,3 R�FERENCES [NOT USED]
1.4 ADMINISTRATIV� R�QUIR�MENTS [NOT US�D]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative,
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANC�
A. Accut�acy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
017839-2
PROJECT 1t�CORD DOCUMENTS
Page 2 of 5
1
2
3
4
5
6
7
8
E
10
11
12
13
14
15
16
17
18
�
2. Accuracy of records shall be such that future searches for items shown in the
Contract Documents may rely reasonably on information obtained fi�om the
approved Project Record Documents.
3. To facilitate accui•acy of records, make entries within 24 hours after receipt of
information that tl�e change has occurred.
4. Pr•ovide factual information regarding all aspects of the Worlc, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely �rotected from deterioration
and fi•om loss and damage until completion of the Work and transfer of all recorded
data to the final Project Reeord Documents.
2. In the event of loss of recorded data, use means necessaiy to again secure the data
to the City's approval.
a. I�i such case, provide i•eplacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WAI2RANTY [NOT USED]
20 PART 2 - PRODUCTS
21 2.1 OWNER-FURNISHED (oRj OWNER-SUPPLIED PRODUCTS [NOT US�D]
22 2.2 ItECORD 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 tt�e Contract.
26 B. Final Record Documents
27 1. At a time nearing the completion of the Wo►•1< and prior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
1 2.3 ACCESSORI�S [NOT USED]
2 2.4 SOURC� QUALITY CONTROL [NOT USED]
3 PART 3 - EX�CUTION
4 3.1 INSTALLERS [NOT US�ll]
5 3.2 �XAMINATION [NOT USED]
6 3.3 PItEPARATION [NOT USED]
7 3.4 MAINTENANC� DOCUMENTS
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 5
A. Maintenance of Job Set
L Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
2. Prese�vation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Const�uction Survey
a. At a minimum, in accordance with the intervals set forth in Section O1 71 23,
clearly mark any deviations fi•om Contract Documents associated with
installation of the infi•asti•ucture.
4. Making entries on Drawings
a. Record any deviations fi•om Conh�act Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the ent�y by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
f STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 2011
01 78 39 - 4
PROJECT RECORD DOCUMENTS
P�ge 4 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
1) Final physical arrangement is deternlined by the Contractor, subject to the
City's approval.
2) Sl�ow, by syinbol or note, the vertical location of the Itein ("under slab", "in
ceiling plenum", "exposed", and the lilce).
3) Mal<e all identification suffciently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schelnatic layouts
where, in the City's judgment, conversion serves no usefi�l purpose, However,
do not rely upon waivers being issued eYcept as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefillly transfer change data shown on the job set of Record Drawings to the
corresponding final documeuts, coordinating the changes as i•equired.
b. Clearly indicate at each affected detail and othel• Drawing a full description of
changes made during construction, and the actual location of items.
c, Call attention to each entry by drawing a"cloud" around the area or areas
affected,
d. Make changes ueatly, consistently and with the proper media to assui•e
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been lcept clean during progress of
the Worlc, and if entcies thereon have been ordei•ly to the approval of the City,
the job set of those Documents, otl�er than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secm�e a new copy of that
Document fi•om the City at the City's usual charge foi• reproduction and
handling, and carefiilly transfer the change data to the new copy to the approval
of the City.
3.5 IZEPAIR / R�STORATION [NOT US�D]
3.6 RE-INSTALLATION [NOT USED]
3.7 FI�LD [oR] SIT� QUALITY CONTROL [NOT USED]
3.8 SYST�M STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USEDJ
3.10 CLEANING [NOT US�D]
311 CLOS�OUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT US�D]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHM�NTS [NOT US�D]
40 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
1
�
017839-5
PROJECT REC012D DOCUMENTS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 2011
024115-1
PAVING R�MOVAL
Page 1 of 6
1
2
S�CTION 02 41 15
PAVING 12�MOVAL
3 PART1- G�N�RAL
4 11 SUMMARY
5
6
7
8
9
10
11
12
13
14
15
16
17
18
A. Section Iucludes
1. Removing concrete paving, asphalt paving aud brick paving,
2. Removing concrete curb and gutter,
3. Removing conci•ete valley guttei•.
4. Milling roadway paving.
5. Pulverization of existing pavement,
6. Disposal of removed tnaterials.
B. Deviations fi�om City of Fort Worth Standards
1. None
C. Related Specification Sections iuclude but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements
3. Section 32 11 33 - Cement Ti•eated Base Course
19 1.2 PRIC� AND PAYMENT PROCEDUI2�S
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
A. Measurement and Payment
1, Measui•ement
a. Remove Concrete Paving: measure by the square yard from bacic-to-bacic of
curbs.
b. Remove Asphalt Paving; measure by the square yard between tlle lips of
gutteis.
c. Remove Brick Paving: measuce by the square ya�•d,
d. Remove Conci•ete Curb and Gutter: measure by the linear foot.
e. Remove Concrete Valley Guttei•: measure by the square yard
£ Wedge Milling: measure by the square yard for va�ying thicicness.
g. Sui•face Milling: measure by the square yai•d for vaiying thiclaiess.
h. Butt Milling: measured by the linear foot.
i. Pavement Pulverization: measure by the square yard.
j. Remove Speed Cushion; measure by each.
2. Payment
a, Remove Concrete Paving: full coinpensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to exectrte worl<.
b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute work,
c. Remove Brick Paving; full cornpensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
execute worlc.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OV�RLAY (2013-5)
02098
024115-2
PAVING REMOVAL
Page 2 of 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
�
e.
f.
g•
h.
J
k.
Remove Concrete Curb and Gutter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work.
Remove Concrete Valley Gutter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work.
Wedge Milling: full compensation for all milling, hauliug milled material to
salvage stocicpile or disposal, tools, labor, equipment and incidentals necessary
to execute the work.
Surface Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessaiy
to execute the work.
Butt Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the work.
Pavement Pulverization: full compensation for all labor, material, equipment,
tools and incidentals necessaiy to pulverize, remove and store the pulverized
material, undercut the base, mixing, compaction, haul off, sweep, and dispose
of the undercut material.
Remove speed cushion: full compensation for removal, hauling, disposal,
tools, equipment, labor, and incidentals needed to execute the work.
No payment for saw cutting of pavement or curbs and gutters will be made
under this section. Include cost of such work in unit prices for items listed in
bid form requiring saw cutting.
No payment will be made for work outside maximum payment limits indicated
on plans, or for pavements or structures removed for CONTRACTOR's
convenience.
28 1.3 REFERENCES
29 A. ASTM International (ASTM):
30 a. D698, Standard Test Methods for Laboratory Compaction Chai�acteristics of
31 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 2011
0241 15 -3
PAVING REMOVAL
Page 3 of 6
I 1.4 ADMINISTRATIVE REQUI1t�MENTS [NOT USED]
2 1.5 SUBMITTALS [NOT USED]
3 1.G ACTION SUBMITTALS/INI"ORMATIONAL SUBMITTALS [NOT US�D]
4 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
5 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANC� [NOT US�DJ
7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
8 1.11 FIELD CONDITIONS (NOT USED]
9 1.12 WAIZI2ANTY [NOT USED]
�
�
PART 2 - PRODUCTS
2.1 OWN�R-FURNISH�D PRODUCTS [NOT US�D]
12 2.2 EQUIPMENT [NOT USED]
13 2.3 ACCESSORIES [NOT USED]
14 2,4 SOURCE QUALITY CONTROL [NOT USED]
15 PART 3 - �XECUTION
16 3.1
17 3.2
18 3.3
19
20
21
22 3.4
23
24
25
26
27
28
29
30
31
32
33
34
35
�XAMINATION [NOT USED]
INSTALL�RS [NOT USED]
PIt�PARATION
A. General:
1. Mark paving removal lixnits foi• City approval prior to beginning removal.
2, Identify lcnown utilities below grade - Stalce and f7ag locations.
PAV�M�NT REMOVAL
A. General.
1. Exercise caution to minimize damage to underground utilities.
2, Minimize amount of earth removed.
3. Remove paving to neatly sawed joints.
4, Use care to prevent fi�acturing adjacent, existing pavement,
B. Sawing
1. Sawing Equipment.
a. Power-driven.
b. Manufactured for the purpose of sawing pavement.
c. In good operating condition.
d. Shall not spall or fi•acture the pavement structure adjacent to the removal area.
2. Sawcut perpendicular to the surface to fiill pave�nent depth, parallel and
perpendicular to existing joint.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SP�CIPICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
024115-4
PAVING REMOVAL
Page 4 of 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
3. Sawcut parallel to the original sawcut in square or rectangular fashion.
4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw
joint, cold joint, expansion joint, edge of paving or gutter lip, remove pavijig to that
joint, edge or lip.
5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
neat, straight line for the purpose of removing the damaged area.
C. Remove Concrete Paving and Concrete Valley Gutter
1. Sawcut: See 3.4.B.
2. Remove concrete to the nearest expansion joint or vertical saw cut.
D. Remove Concrete Curb and Gutter
1. Sawcut; See 3.4,B.
2. Minimum limits of removal: 30 inches in length.
L
F.
Remove Asphalt Paving
1. Sawcut: See 3.4.B,
2. Remove pavement without disturbing the base material.
3. When shown on the plans or as directed, stockpile matei�ials designated as
salvageab(e at designated sites.
4. Prepare stockpile area by removing vegetation and trash and by providing for
proper drainage.
Milling
l. General:
a. Mill surfaces to the depth shown in the plans or as directed.
b. Do not damage or disfigure adjacent work or existing surface improvements,
a If milling exposes smooth underlying pavement surfaces, mill the smooth
surface to make rough.
d. Provide safe temporary transition where vehicles or pedestrians must pass over
the milled edges.
e. Remove excess material and clean milled surfaces.
f. Stocicpiling of planed material will not be permitted within the right of way
unless approved by the City,
g. If the existing base is brick and cannot be milled, remove a 5 foot width of the
existing brick base. See 3.3.G. for brick paving removal.
2. Milling Equipment
a. Power operated milling machine capable of removing, in one pass or two
passes, the necessaiy pavement thickness in a five-foot minimum width.
b. Self-propelled with suf�cient power, traction and stability to maintain accurate
depth of cut and slope.
c. Equipped with an integral loading and reclaiming means to immediately
remove material cut fi•om the surface of the i•oadway and discharge the cuttings
into a h�ucic, all in one operation.
d. Equipped with means to control dust created by the cutting action.
e. Equipped with a inanual system providing for uniformly varying the depth of
cut while the machine is in motion making it possible to cut flush to all inlets,
manholes, or other obstructions within the paved area.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 201I
0241 15-5
PAVING REMOVAL
Page 5 of 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
f. Variable Speed in order to leave the specified grid pattern.
g. Equipped to minimize air pollution.
3. Wedge Milling and Surface Milling
a. Wedge Mill existing asphalt, concrete or brick pavement fi•om the lip of gutter
at a depth of 2 inches and trausitioning to match the existitlg pavemeilt (0-inch
cut) at a minimu�n width of 5 feet.
b. Surface Mill existing asphalt pavement to the depth speci�ed,
c. Provide a milled stuface that provides a uniform s�u�f�ce fi•ee from gouges,
ridges, oil film, and other imperfections of workmanship with a uniform
textured appeacance.
d. In all situations where the existing H.M,A.C, sucface contacts the cui•b face, the
wedge milling includes the removal of tha existing asphalt covei•ing the guttei•
up to and along the face of curb.
e. Perform wedge or stu�face milling operation in a contiiluous n7anner along both
sides of the street or as directed.
4. Butt Joint Milling
a. Mill butt joints into the existing sui•face, ii1 association with the wedge milling
operation.
b, Butt joint will provide a full widtl� transition section and a constant depth at the
point where the new overlay is terminated.
c. Typical locations for butt joints are at all beginning and ending points of stceets
where paving material is removed. Prior to the milling of the butt joints,
consult with the City for proper location and limits of these joints.
d. Butt Milled joints ace requit•ed on both sidas of all railroad tracks and concrete
valley gutters, bridge decks and culverts and all other items which transve�se
the street and end the continuity of the asphalt surface.
e. Make each butt joint 20 feet long and milled out across the full width of the
street section to a tapered depth of 2 inch.
f. Taper the milled area within the 20-feet to a depth fi•om 0-inch to 2-inc11 at a
line adjacent to the beginning and ending points or inte�mediata transverse
items.
g. Provide a temporaiy wedge of asphalt at all butt joints to provide a smooth ride
over the bump.
G. Remove Brick Paving
35 1. Remove masonry paving units to the limits speci�ed in the plans or as directed by
36 the City.
37 2. Salvage existing bricks for re-use, clean, palletize, and deliver to tlle City Stock pile
38 yard at 3300 Yuma Street or as directed.
39
40
41
42
43
44
45
46
47
H. Pavement Pulverization
1, Pulverization
a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33.
b. Temporarily remove and store the 8-inch deep pulverized material, then cut the
base 2 inches.
c. Start 2-inch base cut at a depth of 8 inches fi�om the existing pulverized stu�face.
2. Cement Application
a. Use 1.5% Poi•tland cement.
b. See Section 32 11 33.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURPACE OVERLAY (2013-5)
02098
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
0241 IS -6
PAVING REMOVAL
Page 6 of 6
3. Mixing: see Section 32 11 33.
4. Compaciion: see Section 32 11 33.
5. Finishing: see Section 32 11 33.
6. Curing: see Section 32 11 33.
7. Tf the existing pavement has a combinatiou of 10 inches of H.M.A.C. and crushed
stone/gravel:
a. Undercut not required
b. Pulverize 10 inches deep.
c. Remove 2-inch the total pulverized amount.
I. Remove speed cushion
1. Scrape or sawcut speed cushion fi•om existing pavement without damaging existing
pavement.
3.5 REPAIR [NOT US�D]
3.6 R�-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT US�D]
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT USED]
3.11 CLOS�OUT ACTIVITIES [NOT USED]
3.12 PROT�CTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
312316-I
UNCLASSIFi�D EXCAVATION
Page 1 of 4
2
3 PART1- GEN�RAL
4 l.l SUMMARY
5 A. Section Includes:
6
7
8
9
10
11
12
13
14
15
SECTION 31 23 16
UNCLASSIFIED EXCAVATTON
1, Excavate areas as shown on the Drawings or as directed. Removal of materials
encountered to the lines, grades, and typical sections shown on the Drawings and
removal from site. Excavations may include construction of
a, Roadways
b. Drainage Channels
c. Site Excavation
d. Excavation for Stcuctures
e. Or any other operation evolving the excavation of on-site materials.
B. Deviations fi�om this City of Fort Worth Standard Specification
1. None.
16 C. Related Specification Sections include, but ai•e not necessarily limited to:
17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1— General Requii•ements
19 3. Section 31 24 00 — Embanlcments
20 1.2 PRIC� AND PAYM�NT PROC�DUR�S
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 ineasureinent is shown on the Drawiugs
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 Genei•al Conditions.
28 Additional nleasurements oi• calculations will be made if adjustmeuts of
29 quantities are required.
30 2. Payment
31 a, The work performed and materials fui•uished in accordance with this Item and
32 measured as provided under "Measurement" will be paid for at the unit prica
33 bid per cubic yard of "Unclassified Excavation". No additional compensation
34 will be allowed for rocic or shrinkage or swell factors as these are the
35 Contractor's respousibility.
36 3. The priee bid shall include:
37 a, Excavation
38 b. Excavation Safety
39 c. Drying
40 d. Dust Control
41 e, Reworlcing or replacing the over excavated material in rock cuts
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
312316-2
UNCLASSIFIED EXCAVATION
Page 2 of 4
1 f. Hauling
2 g. Disposal of excess material not used elsewhere onsite
3 11. Scarification
4 i. Clean-up
5 1.3 I2�F�12ENC�S [NOT USEll]
6 A. Definitions
7 1. Unclassi�ed Excavation — Without regard to tnaterials, all excavations shall be
8 considered unclassified and shall include all materials excavated. Any reference to
9 Rocic 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 ADMINSTRATIV� R�QUIREMENTS
13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
14 O1.
15 1.5 SUBMITTALS [NOT USED]
16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
17
18
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT US�D]
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 DELIV�RY, STORAGE, AND HANDLING
26
27
28
29
30
31
32
33
34
35
36
37
38
39
A. Storage
1. Within Existing Rights-of-Way (ROW)
a. Soil may be stored within existing ROW, easements or temporaiy construction
easements, unless specifically disallowed in the Contract Documents.
b. Do not block drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. When the Work is performed in active traf�c areas, store materials only in
areas barricaded as provided in the traffic control plans.
e. In non-paved areas, do not store material on the root zone of any trees oi• in
landscaped areas.
2. Designated Storage Areas
a. If the Contract Documents do not allow the storage of spoils within the ROW,
easement or temporaiy construction easement, then secure and maintain an
adequate storage location,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July l, 2011
312316-3
UNCLASSIFIED EXCAVATION
Page 3 of 4
1
2
3
4
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Provide ei•osion control in accorclance with Sectiou 31 25 00.
d. Do not blocl< drainage ways.
5 1.11 FIELD CONDITIONS
6
7
8
9
10
11
12
13
A. Existing Conditions
1. Any data which has been or may be provided on subsurface conditions is not
intended as a repi•esentation or wai•ranty of accuracy or continuity between soils. It
is ex�n�essly understood that neither the City nor the Engineer will be responsible
for iirterpretations or conclusions drawn there fi•om by tl�e Contractoi•.
2. Data is made available foi• the convenience of the Contractor.
1.12 WAI212ANTY [NOT US�D]
PART 2 - PRODUCTS [NOT USED]
14 2.1 OWNER-FURNISH�D [NOT US�D]
15 2.2 PRODUCT TYPES AND MATERIALS
16 A. Materials
17 l. Unacceptable Fill Material
18 a, In-situ soils classified as ML, MH, PT, OL or OH in acco��dance with ASTM
19 D2487
20 PART 3 - EX�CUTION
21 3.1 INSTALLERS [NOT USED)
22 3.2 EXAMINATION [NOT USED]
23 3.3 PItEPARATION [NOT USED]
24
25
26
27
28
29
30
31
32
33
34
3.4 CONSTRUCTION
A, Accept ownership of unsuitable or excess material and dispose of material off-site
accordance with local, state, and federal regulations at locations.
B. Excavations shall be perfoi•med in the dry, and kept fi•ee fi�om water, snow and ice
during construction with eh exception of water that is appl'red for dust control.
C. Separate Unacceptable Fill Material fi•om other materials, remove fi•om the Site and
properly dispose according to disposal plan.
D. Maintain drainage in the excavated area to avoid dainage to the roadway sections and
proposed or existing structures.
E, Correct any damage to the subgrade caused by weather, at no additional cost to the
City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
312316-4
UNCLASSIFIED EXCAVATION
Page 4 of 4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
i�7
18
F. Shape slopes to avoid loosening material below or outside the proposed grades.
Remove and dispose of slides as directed.
G. Rock Cuts
1. Excavate to finish grades.
2. I�i the event of over excavation due to contractor error below the lines and g�•ades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
H. Earth Cuts
1. Excavate to finish subgrade
2. In the event of over excavation due to couh�actor error below the lines and grades
established in the Di•awings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
3. Manipulate and compact subgrade in accordance with Section 31 24 00.
3.5 REPAIR [NOT USED]
3.6 R�-INSTALLATION [NOT US�D]
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 SYST�M STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT US�D]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITI�S [NOT USED]
27 312 PROTECTION [NOT USED]
28 3.13 MAINT�NANCE [NOT USED]
29 3.14 ATTACHMENTS [NOT USED]
30
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION 3PECIFICATION DOCUMENTS 02098
Revised July 1, 2011
321133-1
CEMENT TREATED BASE COURSES
P�ge 1 of 7
2
S�CTION 32 11 33
CEMENT TREATED BAS� COURSES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6
7
8
9
10
11
12
l. Ti•eating subgrade, subbase and base cotuses by the pulverization, addition of
cement, tnixing and compacting the mix material to the required deusity.
2, Item applies to the natural ground, e�nbanlanent, existiug paven�ent, base or
subbase cotuses placed and shall conform to the typical section, lines and grades
shown on the plans.
B. Deviations fi•om City of Fort Woi�th Sta��dai•ds
1. None
13 C. Related Specification Sections include but are not necessarily limited to
14 1, Division 0- Bidding Requirements, Conti•act 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 PROC�DURES
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
A. Measui'ement and Payinent
1. Measurement
a, Cement: measure by the ton (dry weight).
b. Ceinent Treatment
1) Measure by the square yard of surface area,
2) The dimensions for determining the surface area is established by the
widths shown on the plans and the lengths measured at placement.
2. Payment
a. Cement: paid for at the unit price bid and full compensation foi:
1) fui•nishing the material
2) all fi•eight involved
3) all unloading, storing, and handling
b. Cement Treatment: based on the worlc performed and placed and includes full
compensation for;
1) pulverizing or providing the soil material;
2) handling, hauling and spreading diy or slurry cement;
3) mixing the cement with the soil either in-place or in a mixing plant;
4) furnishing, hauling and mixing water with the soil-cement mixture;
5) spi•eading and shaping the mixtui•e; compacting the mixture, including all
rolling required for compaction;
6) surface finishing;
7) watei• and sprinkling;
8) curing;
9) and for all manipulation, labor, equipment, appliances, tools and incidentals
necessary to complete the work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321133-2
CEMEN"C TREATED BASE COURSES
Page 2 of 7
1 1.3 REFEIZENCE�
2 A, Reference Standards
3 l. 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 speciiically cited.
6 2. ASTM International (ASTM):
7 a. C150, Standard Speci�cation for Portland Cement
8 b. D698, Standard Test Metl�ods for Laboratory Compaction Characteristics of
9 Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 I<N-m/m3))
10 3. Texas Department of Transportation (TxDOT)
11 a. Tex-101-E, Preparing soil and fle:cible base materials for testing
12 b. Tex-140-E, Measuring thicl<ness of paving layers
13 1.4 ADMINISTRATIV� R�QUII2�MENTS [NOT USED]
14 1.5 ACTION SUI�MITTALS [NOT USED]
15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
16 1.7 CLOSEOUT SUBMITTALS [NOT USED]
17 1.8 MAINTENANCE MAT�RIAL SUBMITTLAS [NOT US�D]
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 detei•mines that weather conditions are unsuitable.
29 1.12 WARRANTY [NOT US�D)
30
31
32
33
34
35
36
37
38
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS
A. General
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications.
2. Notify the City of the proposed material som•ces and of changes to material sources.
3. Obtain verification fi•om the City that the specification requirements are met before
using the sources.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321133-3
CEMENT TREATED BASE COURSGS
Page 3 of 7
1
2 B.
3 C.
4
5 D,
4. The City may sample and test project materials at any time befoi•e compaction,
Cement: ASTM C150 Type I, II or IP,
F1exiUle Base Courses: Ftn•nish base material that meets tlie requireme�lts of Section 32
11 26 for the type and grade shown on the plans, before the addition of cement.
Water: Fui•nish water free of iizdustrial wastes and other objectionable material.
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURC� QUALITY CONTROL [NOT US�D]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 �XAMINATION [NOT US�D]
11 3.3 P12�PARATION
12 A. Shape existing material in accordance with applicable bid items to conform to typical
13 sections sl�own ou tl�e plans and as directed.
14 3.4 INSTALLATION
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
A. General
1. Produce a completed couise of treated material containing:
a. uniform Portland cement mixture, fi�ee fi•om loose or segregated areas.
b. uniform density and inoishu�e content.
c. well bound for full depth.
d. with smooth surface and suitable for placing subsequent coui•ses.
2. Maximum layer depth of cement treatment in single layer: 8 inches,
3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
compact and �nish in equal layers not exceedirzg.5 inches deep.
B. Equipment
1. Provide machinery, tools, and equipmeut necessary for proper execution of the
work.
2. Rollers:
a. The CONTRACTOR may use any type of roller to meet the production i•ates
and quality requirements of the Contract unless otherwise shown on the plans
or directed,
b. When specific types of equipment are required, use equipment that meets the
specified requirements.
c, Altetnate Equipment.
1) Instead of the specified equipment, the CONTRACTOR may, as approved,
operate other compactiou equipment that produces equivalent results.
2) Discontinue the use of the alternate equipment and furnish the specified
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipment if production i•ate
and quality requirements of the Conh�act are not met.
3. Sluriy Equipment.
a. Use sluriy tanks equipped with agitation devices for cement application.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIrICATtON DOCUM�NTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
32 11 33 - 4
CEMGNT TREATED BASE COURSES
Page 4 of 7
b. Tlie City may approve other slurrying metliods.
c. Provide a pump for agitating the slm•ry when the distributor truck is not
equipped with an agitator.
4. Pulverization Equipment.
a. Provide pulverization equipment that:
1) cuts and pulverizes material uniformly to the proper depth with cuttei•s that
plane to a uniform surface over the entire width of the cut,
2) provides a visible indication of the depth of cut at all times, and
3) uniformly mixes the materials.
C. Pulverization
1. Pulverize or scarify existing material after shaping so that 100 percent by dry
weight passes a 1 inch sieve, and 80 percent by diy weight passes a No. 4 sieve
exclusive of gravel or stone retained in sieves.
2. Pulverize recycled asphalt pavement so that 100 percent by diy weight passes a 2
inch sieve, and 60 percent by diy weight passes a No. 4 sieve exclusive of gravel or
stone retained in sieves.
D. Cement Application
1. Spread by an approved dry or sluri•y method uniformly on ttle soil at the rata
specified on the plans
2. If a bulk cement spx•eader is used, position by string lines or other approved method
dm•ing spreading to insure a uniform distcibution of cement.
3. Apply to an area that all the operations can be continuous and completed in daylight
within 6-hours of initial application.
4. Do not exceed the quantity of cement that permits uniform and intimate mixture of
soil and cement during diy-mixing operations
5. Do not exceed the specified optimum moisture content for the soil and cement
mixture.
6. No equipment, except that used in the spreading and mixing, allowed to pass over
the freshly spread cement until it is mixed with the soil.
E. Mixing
1. Thoroughly mix the material and cement using approved equipment.
2. Mix until a homogeneous, fi•iable mixture of material and cement is obtained, fi•ee
fi•om all clods and lumps.
3. Keep mixture within moistui•e tolerances throughout the operation.
4, Spread and shape the completed mixture in a uniform layer.
5. After mixing, the City samples the mixture at roadway moisture and test in
accordance with Tex 101 E, Part IIT, to determine compliance with the gradation
requirements in Table 1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321133-5
CEMENT TREATED BASE COURSES
Page S of 7
1 Tabie 1
2 G��adation Re uirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
No, 4 60
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
F. Compaction
1, Pi•ior to the beginning of compaction, the mixture shall be in a loose condition for
its full depth.
2. Compact material to at least 95-percent of the maximum density as determined by
ASTM D698.
3. At the start of compaction, the pei•centage of moisture in the mixture and in un-
pulverized soil lumps shall be less than the quantity which shall cause the soil-
cement mixture to become unstable dw•ing compaction and finishing.
4. When the uncompacted soil-cement mixttn•e is wetted by i•ain so that the average
moisture content exceeds the tolerance given at the time of final compaction, the
eirtire section shall be recoilstructed in accordance with this specification at the sole
expense of the CONTRACTOR.
5. The speci�ed optimum moisture content and density shall be determined in the
�eld ou the representative samples of soil-ceinent mixt�ii•e obtaiued fi�oin the area
being processed,
6. Final moisture content shall be within miiius-2 to plus-4-of-optimum.
7. Begin compaction aftei• mixing and aftei• gradation and moisture requirements have
been met.
8. Begin compaction at the bottom and continue until tl�e entire depth of tha mixtui•e is
uniformly compacted.
9. Unifoimly compact the mixture to the speci�ed density within 2-hotu�s.
10. After the soil and cement mixture is compacted uniformly apply water as needed
and thoroug(lly mix in.
11. Reshape the surface to the required lines, grades and cross section and then lightly
scarify to loosen any i�nprint left by the compacting or shaping equipment.
G. Maintenance
1, Maintain the soil-cement treatment in good condition fi�om the time it first starts
worlc until all work shall is completed.
2. Maintenance includes immediate repairs of any defect that may occur after the
cement is applied.
3, Maintenance work shall be done by the CONTRACTOR at the CONTRACTOR'S
expense and repeated as often as necessaiy to keep the area continuously intact,
4. Repairs are to be made in such a manner as to insure restoration of a unifo�m
surface for the full depth of treatment.
5. Remedy any low area of treated subgi•ade by scarifying the surface to a depth of at
least 2 inches, filling the area with tceated material and compacting.
6. Remedy any low area of subbase or base shall by replacing the matei•ial for the full
depth of subbase oi• base treatment rather than adding a thin layer of stabilized
material to the completed work.
42 H. Finishing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321133-6
CEMENT TREATGD BASE COURSES
Page 6 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33 3.5
34 3.6
35 3.7
36
37
38
39
40
41
42
1. After completing compaction of the final course, clip, skin, or tight-blade the
surface of the cement-treated material with a maintainer or subgrade trimmec to a
depth of approximately 1/4 inch.
2. Remove loosened material and dispose of at an approved location.
3. Roll the clipped surface immediately with a pneumatic tire roller adding small
increments of moisture as needed and until a smooth surface is attained.
4. Add small amounts 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,
5. Surface compaction and finishing shall proceed in such a manner as to produce, in
not more than 2-hours, a smooth, closely knit sw�face, free of cracks, ridges or loose
material, conforming to the drawn grade and line shown on the plaus.
6. After the final layer or course of the cement modified soil has been compacted, it
shall be brought to the required lines and grades in accordance with the typical
sections.
7, The completed section shall then be finished by rolling with a pneumatic tire or
other suitable roller suf�cient(y to create micro cracking.
T. Curing
1. General
a. Cure for at least 72 houis.
b. Maintain the moisture content during curing at no lower than 2 percentage
points below optimum.
2. Curing method depends on finished pavement type:
a. Concrete pavement:
1) Sprinkle with water
2) Maintain moisture during curing
3) Do not allow equipment on the finished course during curing except as
required for sprinkling, unless otherwise approved.
b. Asphalt Pavement:
1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard.
2) Do not allow equipment on the finished course during curing
3. Continue curing until paving operations begin.
[REPAIR]/ [RESTORATION] [NOT USED]
RE-INSTALLATION [NOT USED]
FIELD QUALITY CONTROL
A.
IC
Density Test
1. City Project Representative must be on site during density testing
2. City to measure density of cement treated base course in accordance with ASTM
D693 8.
3. Spacing directed by City (1 per block minimum).
4. City Project Representative determines density testing locations.
Depth Test
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July l, 2011
321133-7
CEMENT TREATED BASE COURSES
Page 7 of 7
1 1. Talce miuimiiin of one coi•e per 500 linear feet per each directiou 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 US�D]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOS�OUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINT�NANC� [NOT US�D]
10 3.14 ATTACHM�NTS [NOT USED]
11
12
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 201 I
321216-1
ASPHALT PAVING
Page 1 of 23
1
2
3 PART1- GENERAL
C�I�i �.Y11� l► /:_�
5
6
7
8
9
10
11
12
13
14
15 1.2
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
SECTION 32 12 16
ASPHALT PAVING
A. Construct a pavement layer coinposed of a compacted, dense-graded mixttu•e of
aggregate and asphalt binder for surface or base courses.
B. Standard Detail
1. H.M.A.C. Pavement Constr•uction Details
C. Deviations fi�om City of Fort Wol-th Standards
l. None
D. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
3. Section 32 O 1 17 - Permanent Asphalt Paving Repair
PRIC� AND PAYM�NT PROCEDURES
A, Measurement and Payment
l. Measurement
a. Asphalt Pavement: measure by the square yard of completed and accepted
asphalt pavement in its final position for various thicknesses and types.
b. H.M.A,C. Transition: measure by the ton of composite hot mix.
c. Asphalt Base Course: measure by the square yard of completed and accepted in
its final position for various thicknesses.
d. H.M.A.C. Pavement Level Up: measure by the ton of completed and accepted
in its final position,
e. H.M.A.C. Speed Cushion: measure by each completed and accepted in its �nal
position.
2. Payment: Based on the work performed and all materials furnished and subsidiary
work and materials include:
a. shaping and fine grading the roadbed
b, furnishing, loading and unloading, storing, hauling and handling all materials
including all fi•eight and royalty
c. trafiic control for all testing
d. asphalt, aggregate, and additive
e. materials and work needed for corrective action,
f. equipment, labor, tools
g. trial batches,
h. tack coat,
i. removal and/or sweeping excess material.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised 7uly 1, 2011
321216-2
ASPHALT PAVING
P�ge 2 of 23
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
1.3 I2EF�I2�NC�S
A. Abbi•eviations and Acronyms
1. RAP (reclaimed asphalt pavement)
2. SAC (surface aggregate classification)
3. BRSQC (Bituminous Rated Source Quality Catalog)
4. AQMP (Aggregate Quality Monitoring Program)
5. H,M.A.C, (Hot Mix Aspl�alt Concrete)
6. WMA (Warm Mix Asphalt)
B, Reference Standards
1.
2.
3.
4.
G
Reference standards cited in this speci�cation refer to the curcent reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited,
National Institute of Standards and Technology (NIST)
a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical
Requirements for Weighing and Measuring Devices
ASTM International (ASTM):
a. ASTM D6084 - 06 Standard Test Method for Elastic Recove�y of Bituminous
Materials by Ductilometer
American Association of State Highway and Tcanspoi-tation Officials
a. MP2 Standard Specification for Superpave Volumetric Mix Design
b. PP28 Standard Practice for Superpave Volumeti•ic Design for Hot Mix Asphalt
(HMA)
c. T 201, ICinematic Viscosity of Asphalts (Bitumens)
d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
Viscometer
e. T 316 Standard Method of Test for Viscosity Detei•mination of Asphalt Binder
Using Rotational Viscometer
f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
Bindei• Using tl�e Bending Beam IZheometer (BBR)
Texas Department of Transportation
a. Bituminous Rated Source Quality Catalog (BRSQC)
b. TEX 100-E, Surveying and Sampling Soils foi• Highways
a Tex 106-E, Calculating tl�e Plasticity Index of Soils
d. TeY 107-E, Determining the Bar Linear Shi•inlcage of Soils
e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
£ Tex 203-F, Sand Equivalent Test
g. Tex-204-F, Design of Bituminous Mixtures
h. Tex-207-F, Detei•mining Density of Compacted Bituminous Mixtures
i, Tex 217-F, Determining Deleterioris Material and Decantation Test for Coaise
Aggregates
j. Tex-226-F, Indirect Tensile Strength Test
Ic, Tex-227-F, Theoretical Maximum Specific Gi•avity of Bituminous Mixtures
1. Tex-243-F, Tacic Coat Adhesion
m. Tex-244-F, Thermal profile of Hot Mix Asphalt
n, Tex 280-F, Determination of Flat and Elongated Particles
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321216-3
ASPHALT PAVING
Page 3 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates
(Decantation Test for Concrete Aggregates)
p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete
q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine
r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
s. Tex 460-A, Determining Crushed Face Particle Count
t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion
u. Sulfate
v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures
w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified
Asphalt Systems
x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales
z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
1.4 ADMINISTRATIV� REQUIItEMENTS [NOT USED]
1.5 ACTION SUBMITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1.
20 1.7 CLOS�OUT 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
2S
26
27
28
29
A. Weather Conditions
1. Place mixture when the roadway surface temperature is equal to or higher than the
temperatures listed in Table 1.
Table 1
Minimum Yavement 5urface '1'em eratures
Minimum Pavement Surface Temperatures in
De rees Fahrenheit
Originally Specified High Subsurface Layers or Surface Layers Placed in
Temperature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 4S 50
PG 70 55' 60'
PG 76 or higher 601 60'
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
3a tz t�-a
ASPHALT PAVING
Page 4 of 23
1 �' Contractors may pave at temperatures 10°I' lower than the values shown in Table 1
2 when utilizing a paving process including WMA or equipment tllat elimiilates therm�l
3 segregation. In such cases, the contractor must use either a hand held thermal cainera
4 or a hand held infi•ared 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 mi�ures only when weather conditions
9 and moistui•e conditions of the roadway surface are suitable in the opinion of the
10 City.
11
12 1.12 WAItI2ANTY [NOT USED]
13 PART 2 - PRODUCTS
14 2.1 OWN�R-FURNISHED PRODUCTS [NOT USED]
15 2.2 MATERIALS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
A. General:
1. Fui•nish uncontaminated matei•ials of uniform quality that meet the i•equii•ements of
the plans and speci�ications.
2. Notify the City of all material sources.
3. Notify the City before changing any matei•ial soui•ce or foi•mulation.
4. When the CONTRACTOR makes a source or formulation change, the City will
verify that the requirements of this specification ai•e met and may require a new
laboratory mixture design, trial batch, or both.
5. The City may sample and test project materials at any time during the project to
verify compliance.
6. The depth of the compacted lift should be at least two times the nominal maximum
aggregate size.
B, Aggregate.
General:
a. Furnish aggregates fi•om sources tl�at conform to the requirements shown in
Table 1, and as specified in this Section, unless otherwise shown on the plans.
b. Provide aggregate stockpiles that meet the defnition in this Section for either
coarse aggregate or fine aggregate.
c, When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
stocicpiles in accordance with this Section.
d. Aggregate from RAP is not required to meet Table 2 requirements unless
otherwise shown on the plans.
e. Supply mechanically crushed g��avel or stone aggi•egates that meet the
definitions in Tex 100 E.
f. Samples must be fi•om matei•ials produced foi• the project.
g. The City will establish the sui•face aggregate classification (SAC) and perform
Los Angeles abrasion, magnesiuin sulfate soundness, and Micro-Deval tests.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321216-5
ASPHALT PAVING
Page 5 of 23
1
2
3
4
5
6
7
8
9
h
J
k.
Perform all other aggregate quality tests listed in Table 2.
Docuinent all test results on the mixture design report.
The City may perfoi•m tests on independent or split samples to verify
CONTRACTOR test results.
Stocicpile aggregates for each som�ce aud type separately and designate for the
City.
Determine aggregate gradations for mixture design and production testing
based on the washed sieve analysis given in Tex 200 F, Part II.
Table 2
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
m. Coarse Aggregate.
1) Coarse aggregate stockpiles must have no more than 20 percent material
passing the No. 8 sieve.
2) Maximum aggregate size should not be oveT• half of the proposed lift depth
to prevent particle on particle contact issues.
3) Provide aggregates from sources listed in the BRSQC.
4) Provide aggregate from nonlisted sources only when tested by the City
and/or approved before use.
5) Allow 30 calendar days for the City to sample, test, and report results for
nonlisted sources.
6) Class B aggregate meeting all other requirements in Table 2 may be
blended with a Class A aggregate in order to meet requirements for Class A
materials.
7) When blending Class A and B aggregates to meet a Class A requirement,
ensure tllat at least 50 percent by weight of the matei•ial retained on the
No. 4 sieve comes fi•om the Class A aggregate source.
8) Blend by volmne if the bulk specific gravities of the Class A and B
aggregates differ by more than 0.300.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURPACE OVERLAY (2013-5)
02098
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.
321216-6
ASPHALT PAViNG
Page 6 of 23
1 9) When blending, do not use Class C or D aggregates.
2 10) For blending purposes, coaise aggregate fi•om RAP will be considered as
3 Class B aggregate.
4 11) Provide coarse aggregate with at least the n�inimum SAC shown on the
5 plans.
6 12) SAC requirements apply only to aggregates used on the surface of travel
7 lanes, uuless otherwise shown on the plans.
8 n. RAP is salvaged, milled, pulverized, brolcen, 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 I-I.M.A.C, unless otherwise
11 shown on tlle plans.
12 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
a
sieve.
4) RAP fi•om either CONTRACTOR or City, including RAP generated dm�ing
the project, and is pei•mitted only when shown on the plans,
5) City-owned RAP, if allowed for use, will Ue available at the location
shown on the plans.
6) When RAP is usecl, determine asphalt content and gradation for mi;cture
design purposes.
7) Perform other tests on RAP when shown on the plans.
8) Wl�en RAP is allowed by plan uote, use no ►nore than 30 percent RAP in
Type A or B mixtures unless otherwise shown on tlie plans.
9) Do not use RAP contaminated with dirt or other objectionable matei•ials,
10) Do not use the RAP if the decantation value exceeds 5 percent and the
plasticity index is greater than 8.
11) Test the stockpiled RAP for decantation in accordance with the laboratory
method given in Tex-406-A, Part I.
12) Determine the plasticity index using Tex-106-E if the decantation value
exceeds Spereent.
13) The decantation and plasticity index i•equirements do not apply to RAP
samples with asphalt removed by exti•action.
14) Do not intermingle CONTRACTOR-owned RAP stocicpiles with City-
owned RAP stocicpiles.
15) Remove unused CONTRACTOR-owned RAP material fi•om the project
site upon completion of the project.
16) Return unused City-owned RAP to the designated stocicpile location.
Fine Aggregate.
1) Fine aggregates consist of manufactw�ed sands, screenings, and field sands.
2) Fine aggregate stockpiles must meet the gradation requii•ements in Table 3.
3) Supply fine aggregates that are fi�ee fi�om oiganic impurities,
4) The City may test the fine aggregate in accordance with Tex-408-A to
verify the material is fi�ee fi•om organic impurities.
5) At most 15 percent of the total aggregate may be field sand or othec
uncrushed fine aggregate,
6) With the exception of field sand, use fine aggregate from coai•se aggregate
sources that meet the requirements shown in Table 2, unless otherwise
approved.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
321216-7
ASPHALT PAVING
Page 7 of 23
1
2
3
4
7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test tl�e
stockpile and verify that it meets the requirements in Table 1 for coarse
aggregate angularity (Tex-460-A) and flat and elongated particles
(Tex-280-F).
Table 3
Gradation Re uirements for Fine A re at
percent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
5
6
7
8
9
10
11
12
13
2. Mineral Filler. Mineral �Iler consists of finely divided mineral matter such as
agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is
allowed unless otherwise shown on the plans. Do not use more than 2 percent
hydrated lime or cement, unless otllerwise shown on the plans. The plans tnay
require or disallow specific mineral fillers. When used, provide mineral filler that:
a. is sufficiently dry, fi�ee-flowing, and free from clumps and foreign matter;
b. does not exceed 3 percent linear shrinkage when tested in accordance with
Tex-107-E; and meets the gradation requireinents in Table 4.
14 Table 4
15 Gradat'ron Re uirements for Minerat Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
16
17
18
19
20
21
22
23
3. Baghouse Fines. Fines collected by the baghouse or other dust-collecting equipment
may be reintroduced into the mixing drum.
4. Asphalt Binder. Fm•nish the type and grade of performance-graded (PG) asphalt
binder specified as follows:
a. Performance-Graded Binde�s. PG binders must be smooth and homogeneous,
show no separation when tested in accordance with Tex-540-C, and meet
Table 5 requirements.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
� � N
' � w
`O , o
� Q o0
M a ro
� a
a
�
�a
6l
� b
d �
� �
i
� U
G
�
�
w
s.
d
0.
N /� N r
(� N �' n N oNo � oNo
a
� �� o
•-• n .-, �
�
� �
M /� M l�
�
�O N � /� N �D
� �
V � �
P�+ ��� N o
� /� N �n
� � �D o
� ^ � �
i
� �' �
„d M /� � �D
�l�hr
�d 00 � GO O
a� O �; /� N � ^
O �
M M O O
C� U� V N .--� � ,,� ~ �
� a N � N � V�i
w De
� �
Pr � ^ �O a � F+
' W i�
� A
M I� M � O O
� �
�O N 'd' n N d o W
d' �
� � � � �
� V � H
a" N ri cNv � � H
c7
� /\ � � �
' a
� n � � a
n,
00
� �
C7 �' � � N `r' � �'
a
N /� N �
Y
U � o � o
� o � U � � U
Zi ..`"'. dJ � y ¢. U �
O � � � �n � (n
� � � � � O � � O
� � � v � � � � � � .-�
o �
^a ¢' p � M °�' '" � � �° U '_" N �s�
c�a � ,� � � � F� � � Q � E-, � c�e
�' � � ' a'"i
� o � H c� o �.: a. � aXi �.�: c�.
o b °� � � H ri � � n�i � � � � a�i
.� +-+ U � i--�
L+ � � 7 O � V� N s"' O V� �
i�, bA �. � Q- � � � � �' � � C7 H
N ¢, � .s� o � � C7 H " � �,
> �" � , � � �, `� . � cd
d � � w > (� w � � �1
� �
� �
M N
� o
�
�
j
O
W
¢
�
�
�
�
�
�
U
O
L]
z
0
H
U
�
W
a
z
0
U
�
��
ON
� 'a
b
v
N
.�
�x
H
O
�
�
O
w
w
O
�
U
� � N
� � �-'
^, � o
� � �
cv a °�°
M � (y�
a.
Q
b
a�
�
q
C
0
v
�
�
.a
Cd
H
� N � �
�� �ti
1 �) 1 1
N
� �
� N N � �
�
� � � �
~ N 1 �
i
m °� N N
� N � �
�--� .-i
� t N i i
P� N � N N
.� '-..
� N � i
� �
—' N �O �O
�
d� rn d� d�
� m .-+ cV N
'ry
� °O o cv oo °o
v r N N N ; ;'
O
� � O
� a N(�] �—+ N N N
�--� .-ti
� i � � i
W 1--1
w `O �
� � � �
'"" N � i
i
� � � �r �r
M .� N N
00 W N 00 00
� N � N .-� .-�
a N U� N .N-+ �
�o C7 �
� � N l0 �O
� r\
r �
M � ,--� N N
�
�
� oo N o0 00
� �
� a N i i
a
N � N N
•---� ,--�
� N � �
U
U °
o "
O N ° � �
h
�� � � � �,
O
,..� U o � � � ,-�
y ° O� �\ .o p �\
dj \.l � o � LJ
� �c, �� M�o ��r ��
� �, E� � a`"i � o�� a'"i F� � c�d a�i
� � � � � ��j � � N � � �
O bA rn � � ++ �i-J ��+ � +-+ ��,. � +.+
a.� U�+ * � � G � � � � tn
� G � E'"� � � � E'"� � �+ �
� �
a Q U Q
b
d
'b
Y�.
e�
U
a
ro
�
�
w
�.
�
a
�
H
27
0
�
�
f-.
O
0
>,
0
�
�
�
a
�
fl
�
0
>
0
�
a,
�
�u
O
A.
N
�
�
O
v
a
�
�
�
a
�
5
b
G
�
�
o�n
�
�
bq
5
�
�
�
�
�'
�
N
O
b�
�y N
�a
� �
�
� N
;a
��
;� O
N
f].
��
y C
N �
a�, a
. 7
�-+ O
.di @ b�
WP �,
U ¢. T N
.. m
'a V [ :n
� bA O �
G �' O «�+
� ' v a. •
� b � � �
y U Q 1-.
� � y �'�" ,� M
ti ., w c �
� °' a,� � �
� �" � "-' o
0
� � � �
� � a,' � ,N
� � G o � >
¢' C O V c�
� � cUV � � O
N P. C y •
� � � � a�i O
� � � y � �
� � � o � o
N
O�� C ro `�N
� o a � F,
b N •� o �� �
� •� o 0
v o '�"' �'o
X C .0 � �, N
�a a� a, w E-v
�a� �c� .d�'
,� � � o a�
�v �.� v�~
a.
a � � bA � �
T y G v� bA
a� a� a`�'i .iC a� ,G
� .0 'C7
R% U
O'.Y � 'y �
a� � � � ...
N N � '� N 'cf
�� x
A � C y
v�' :n
� b � ,� �
w~ '"
" � �, � >,
�"�- �� ��
0
.n o � �, C a�i
� �
�
a.z �'N 'o �
� � �C � � �
.�"a ' � ,��, ° 4'�., �
� '� $ G � �
�a c a•� �"ti
� p � �y •o 0
� � �
� � � � � o
,��, 3 i a�i � � �
y �`� ���
.�� �� ���
_��-'. N H 'n N b ':3
;� 'o
� a
w � a. � � N a�
p " � N � � �
� � N � 4J
U+�-' O O �� c�
� Q � tVd V `� M
b � � C � � rn
� o 0 o a
� "U vE�
y ni a,
a� • .n .c '�' � O
�E �� � � ���Fy
a, `� .� � `� 'a � x
p � v � O c��d � � �
� � ' �
��'b'�.�.,��a.�G
�� � °-� i `�zv
y U U� � � v�i � � .D
,� � .� � w .� � .� N
� U � .r U � F� .Y 'O
A � � � � G c`a
��Y� �w��
� o .b
�yo° ���°��
N V ��.� U C7 N
.�ocoviv��>❑'�3�
� cd ;�' .D
a' �> �' ?-..i' p bA �y � N
N C � �v� C ,7 G
t-. y O p U. N a„ � O
H °JN�w'i W R'�/1
(V � v �*i '� � V � vi
N
�
.y
�
U
�
b
Y
�
�
�
p
�
U
�
v
.�
cf'
c
.�
N
a
w
�
.�
U
�
d
'�
�
�
0
b
�
O
0
�
�
�
.n
.�
�
N
i�.
�
U
H
'b
� �
� U
O �
� ,a
� �
� 'o
�
O N
�
N
� N
.D
U y
� a
b E
� �
�
o •'"
t+l p+
3 �
o �
� ,�.n
N �
N N
�H
y Y
d �
ti �
U,
� a•
� N
� �
�
� o
N
p O
�
a�
W
O
U
�
�
�
�
�
z
�
U
O
Q
O
Q
w
w
a
�
z
0
U
H�
c� �
� :/� "'�
F3.,Oc�v
�U_;
Q � '�
� � .�
?
U vFi r�
32 l2 16 - 10
ASPHALT PAVING
Page 10 of 23
1
2 b. Separation testing is not required if;
3 1) a ulodiiier is introduced separately at the mix plant eithei• by injection in tl�e
4 asphalt line or mixer,
5 2) the binder is blended ou site in co�ltinuously agitated tanlcs, or binder
6 acceptance is based on field samples talcen fi-om an in-line sampling poi�t at
7 the l�ot 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-tempei•atiue grade of PG 58 for tack coat
ll binder in accordance with Section 2.2.A.5,
12
13
14
IS
1G
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
6, Additives.
a. Genei•al;
1) When showii on the plans, use tlie type and rate of additive specified.
2) Other additives that facilitate mixing or improve the quality of the mixture
may be allowed when approved,
b. Liquid Antistripping Agent.
1) Fui•nish and incoi•porate all required asphalt antistripping agents in asphalt
concrete paving mixtures and asphalt-stabilized base mixtures to meet
moisture resistance testing i•equirements.
2) Provide a liquid antistripping agent that is uniform and shows no evidence
of ciystallization, settling, or separation.
3) Ensure that all liquid antistripping agents ai•i•ive in:
a) properly labeled and unopened containers, as shipped fi•om the
manufacturer, or
b) sealed tank trucks with an invoice to show contents and quantities.
c) Pcovide product information to the City iucluding:
(1) Material safety data sheet
(2) Specific gravity of the agent at the manufacturer's recommended
addition temperatw�e,
(3) Manufacturer's recommended dosage range, and
(4) Haudling and storage instructions.
4) Addition of lime or a liquid antist��ipping agent at the Mix Plant,
incoiporate into the binder as follows:
a) Handle in accoi•dance with the manufacturer's recommendations.
b) Add at the manufacturer's reco�nmended addition temperatui•e.
c) Add into the asphalt line by means of an in-line-metering device.
c. Liquid Asphalt Additive Meters.
1) Provide a means to checic the accuracy of ineter output for asphalt primer,
fluxing material, and liquid additives,
2) Furnish a meter that reads in increments of 0.1 gal. or less.
3) Verify accuracy of the meter in accordance with Tex-923-K.
4) Ensure the accuracy of the meter within 5.0 percent.
44 7. Mixes
45 a. Design Requirements:
46 1) Unless otherwise shown on the plans, use the typical weight design
47 example given in Tex-204-F, Part I, to design a mixture meeting the
48 requirements listed in Tables 2 through 8.
CITY OF FORT WORTH HMAC SURFACE OV�RLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
I
2
3
4
5
32 12 16- 11
ASPHALT PAVING
Page i 1 of 23
2) Furnish the City with repi•eseiltative samples of all materials used in the
mixture design.
3) The City will verify the mixture design,
4) If the design cannot be veri�ed by the City, f�u�nish another mixture design.
Table 6
Master Gradation l3ands ( percent Passing by Weight or Volume)
and Voluinetric Pro erties
Sieve B C D
Size Fine Coarse Fine
Base Sw�face Surface
1-1/2" — — —
1" 98.0-100.0 — —
3/4" 84.0-98.0 95.0-100.0 —
1/2" — — 98.0-100,0
3/8" 60.0-80.0 70.0-85.0 85.0-100.0
#4 40.0-60.0 43.0-63.0 50.0-70.0
#8 29.0-43.0 32.0�4.0 35.0-46.0
#30 13.0-28.0 14.0-28.0 15.0-29.0
#50 6.0-20.0 7.0-21,0 7.0-20.0
#200 2.0-7.0 2.0-7.0 2.0-7.0
Desi n VMAI, ercent Minimum
— 13.0 14.0 15.0
Plant-Produced VMA, ercent Minimum
— 12.0 13.0 14.0
1, voias m Mmera� Aggregates.
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
Table 7
Laborato� Mixtuye Desi n Pro erties
Property Test Requirement
Method
Tar et laboratoi -molded densi , ercent Tex-207-F 96.0
Tensile strength (d�y), psi (molded to 93 2
ercent�l ercent density) Tex-226-F 85-200
Boil test Tex-530-C —
1. Unless otherwise shown on the plans.
2. May exceed 200 psi when approved and may be waived when approved.
3. Used to establish baseline for comparison to production results. May be waived when
approved,
8. Wacm Mix Asphalt (WMA)
a. WMA is defined as additives or processes that allow a reduction in the
temperature at which asphalt mixtures are produced and placed.
b. WMA is allowed for use at the CONTRACTOR's option unless otherwise
shown on the plans.
c. Produce an asphalt mixture within the temperature range of 215 degrees F and
275 degrees F.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 l2 16 - 12
ASPHALT PAVING
Page 12 of 23
1
3
d. When WMA is not reguii•ed as shown on plans, produce an asphalt mixture
witliin the temperatui•e range of 215 degrees F and 275 degi•ees
4 2.3 ACC�SSORI�S [NOT USED]
5 2.4 SOURC� QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT US�D]
9 3.3 PREPARATION
10 A. Hauling Operations
I 1 1. Before use, clean all tcuck beds to eusiue mixtm�e is not contaminated.
12 2. When a release agent is necessacy to coat ti•uck beds, use a release agent approved
13 by the City.
14 3. Petroleum based products, sucl� as diesel fuel, should not be used.
I S 4. If wind, rain, temperature or haul distance impacts cooling, insulate trucl< beds or
16 cover the trucic bed with tarpaulin.
17 5. If haul time in project is to be gi•eater than 30 minutes, insulate trucic beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
A. Equipment.
1, General:
a. Provide required or necessary equipment to produce, haul, place, compact, and
core asphalt concrete pavement,
b. Ensut�e weighing and measuring equipment complies with speciiication.
c. Synchronize equipment to produce a mixture meeting the ��equired propoitions.
2. Production Equipment:
a. Provide:
1) drum-mix type, weigh-batch, or modifed weigh-batcll mixing plants that
ensure a uniform, continuous pi•oduction;
2) automatic proportioning and measuring devices with interlocic cut-off
circuits that stop operations if the control system malfunctions;
3) visible readouts indicating the weight or volume of asphalt and aggregate
proportions;
4) safe and accurate means to talce required samples by inspection forces;
5) permanent means to check the output of inetering devices and to perform
calibration and weight checks;
6) additive-feed systems to ensure a uniform, continuous material flow in the
desired proportion.
3. Weighing and Measui•ing Equipment.
a. General.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 12 16 - 13
ASPHALT PAVTNG
Page 13 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
0
1) Provide weighing a�ld measuring equipment for materials measured or
proportioned by weight or volume.
2) Provide certiiied scales, scale installations, and measuring equipment
meeting the i•equirements of NIST Handbook 44, except that the required
accuracy must be 0.4 percent of the material being weighed or measured.
3) Ftxrnish lealc-free weighing containers large enough to hold a complete
batch of the material being measured.
b. Tiucic Scales.
1) Furnish platform truck scales capable of weighing the entire truck or truck—
trailer combination in a single draft.
c. Aggregate Batching Scales.
1) Equip scales used for weighing aggregate with a quick adjustment at zero
that provides for any change in tare.
2) Provide a visual means that indieates the required weight for each
aggregate.
d. Suspended Hopper.
1) Provide a means for the addition or the removal of small amounts of
material to adjust the quantity to the exact weight per batch.
2) Ensure the scale equipment is level.
e. Belt Scales.
1) Use belt scales for pi•oportioning aggi•egate that are accurate to within 1.0
percent based on the average of 3 test runs, whei•e no individual test run
exceeds 2.0 percent when checked in accordance with Tex-920-K.
f. Asphalt Material Meter.
1) Provide an asphalt material meter with an automatic digital display of the
volume or weight of asphalt material.
2) Verify the accuracy of the meter in accordance with Tex-921-K.
3) When using the asphalt meter for payment puiposes, ensure the accuracy of
the meter is within 0.4 percent.
4) When used to measure component materials only and not for payment,
ensure the accuracy of the meter is within 1.0 percent.
g. Liquid Asphalt Additive Meters.
1) Provide a means to check the accuracy of ineter output for asphalt primer,
fluxing material, and liquid additives.
2) Furnish a meter that reads in increments of 0.1 gallon or less.
3) Verify accuracy of the meter in accordance with Tex-923-K.
4) Ensure the accm�acy of the meter within 5.0 percent.
Drum-Mix Plants. Provide a mixing plant that complies with the requirements
below.
a. Aggregate Feed System.
1) Provide:
a) a minimum of 1 cold aggregate bin for each stocl<pile of individual
materials used to produce the mix;
b) bins designed to prevent overflow of material;
c) scalping screens or other approved methods to remove any oversized
material, roots, or other objectionable materials;
d) a feed system to ensure a uniform, continuous material flow in the
desired proportion to the diyer;
e) an integrated means for moisture compensation;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 12 16 - 14
ASPHALT PAVING
Page 14 of 23
1 � belt scales, weigh bo:c, or other approved devices to meastire the �veight
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 co»stant supply
9 with minimal loss of material through the exhaust system,
10 2) Interlock the measuring device into the autoinatic 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, Di•ying, 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 conti•ols the temperature dui•ing pi•oduction to
17 prevent aggregate and asphalt binder damage;
18 c) a heating system that completely burns fi�el and leaves no residue; and
19 d) a cecording thermometer that continuously measures and records the
20 mixture discharge temperature.
21 e) Dust collection system to collect excess dust escaping fi�om the drum.
22 e. Asphalt Binder Equipment.
23 1) Supply equipment to heat binder to the requii•ed temperature.
24 2) Equip the heating apparatus with a continuously recording thermometer
25 located at the llighest tempei•ature point.
26 3) Produce a 24 hour chart of the recorded temperature.
27 4) Place a device with automatic temperatm�e compensation that accurately
28 meters the binder in the line leading to the mixer,
29 5) Fui•nish a sampling port on the line between tlie storage tank and miYei•.
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) Fuinish 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 ticicet showing:
38 a) date,
39 b) project identificatiou nutnber,
40 c) plant identification,
41 d) inix identification,
42 e) vehicle identifcation,
43 � total weight of the load,
44 g) tare weight of the vehicle,
45 h) weight of mixture in each load, and
46 i) load nuinber or sequential ticket number for the day.
47 g. Truck Scales.
48 1) Provide standard platform scales at an approved location.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 201 I
321216-IS
ASPHALT PAVING
Page 15 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
5. Weigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
"Drum-Mix Plauts," except as required below.
a. Screening and Pi•oportioning.
1) Provide enough hot bins to separate the aggregate and to control
proportioning of the mixture type specified.
a) Supply bins that discard excessive and oversized material through
overflow chutes.
b) Provide safe access fo�� inspectors to obtain samples fi•oin the hot bins.
b. Aggregate Weigh Box and Batching Scales.
1) Provide a weigh box and batching scales to hold and weigh a complete
batch of aggregate.
2) Provide an automatic proportioning system with low bin indicators that
automatically stop when material level in any bin is not suf�cient to
complete the batch.
a Asphalt Binder Measuring System.
1) Provide bucket and scales of sufficient capacity to hold and weigh binder
for 1 batch.
d. Mixer.
1) Equipment mixeis with an adjustabie automatic timer that controls the diy
and wet mixing period and locks the discharge doois for the required
mixing period.
2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
6. Modi�ed Weigh-Batch Plants. Provide a mixing plant that complies with Section
2.2.B.5. "Weigh-Batch Plants," except as specifically described below.
a. Aggregate Feeds,
1) Aggregate control is required at the cold feeds. Hot bin screens are not
required.
b. Surge Bins.
1) Provide 1 or more bins large enough to produce 1 complete batch of
mixture.
c. Hauling Equipment.
1) Provide trucics with enclosed sides to prevent asphalt mixture loss.
2) Cover each load of mixture with waterproof ta�paulins.
3) Before use, clean all truck beds to ensure the mixture is not contaminated.
4) When necessary, coat the inside truck beds with an approved release agent
from the City.
d. Placement and Compaction Equipment,
1) Pirovide equipment that does not damage underlying pavement.
2) Comply with laws and regulations concerning overweight vehicles.
3) When permitted, other equipment that will consistently produce satisfactory
results may be used.
7. Asphalt Paver.
a. General:
1) Furnish a paver that will produce a finished surface that meets longitudinal
and transverse profile, typical section, and placement requirements.
2) Ensure the paver does not support the weight of any portion of hauling
equipment other than the connection.
3) Provide loading equipment that does not transmit vibrations or other
motions to the paver that adversely affect the finished pavement quality.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 12 16 - 16
ASPHALT PAVING
Page 16 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
8
�
4) Equip the paver with an automatic, dual, longitudinal-grade control system
and an automatic, transverse-grade control system.
b. Ti•actoi• Unit.
1) Supply a tcactor �uiit that can push oi° propel vehicles, dumping directly into
the �nishing machine to obtain the desired lines and gi•ades to eliminate any
hand finishing.
2) Equip the unit with a 1litch sttfficient to maintain contact between the
hauling equipment's i•ear wheels and the finishing macliine's pusher rollers
while mixture is unloaded,
c. Screed.
1) Provide a heated compacting sci•eed that will produce a finished sui•face
that meets longitudinal and transverse profile, typical section, and
placement requirements.
2) Screed extensions must provide the same compacting action and heating as
the main unit unless otherwise approved.
d. Grade Reference.
1) Provide a grade reference with enough suppoi-t that tlie maYimum
deflection does not exceed 1/16 inch between sttpports.
2) Ensure that the longitudinal controls ean operate fi•om any longitudinal
gt•ade refereuce including a string line, slci, mobile sti•ing line, or matching
shoes.
3) Furnish paver sl<is or mobile string line at least 40 feet long unless
otherwise approved.
Material Transfer Devices.
a. Provide the specified type of device when shown on the plans.
b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt
paver.
c. When used, provide windrow picic-up equipment constructed to pick up
substantially all roadway mixture placed in the windrow.
Remixing Equipment.
a. When required, provide equipment that includes a pug mill, variable pitch
augers, or variable diameter augers operating under a storage unit with a
minimum capacity of 8 tons.
10. Motor Grader.
a, When allowed, provide a self-propelled grader with a blade length of at least 12
feet and a wheelbase of at least 16 feet.
ll . Handheld Lifi•ared Thermometer.
a. Provide a handheld infrai•ed the��mometer meeting the i•equirements of
Tex-244-F.
12. Rollers,
a. The CONTRACTOR may use any type of roller to meet tlle pi•oduction rates
and quality requirements of the Conti•act unless otherwise shown on the plans
or directed.
b. When specific types of equipment are required, use equipment that meets the
specified requirements.
c. Alternate Equipment.
1) I�istead of the specified equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces equivalent results.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 12 16 - 17
ASPHALT PAVING
I'Tge 17 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
Design, produce, store, transport, place, and compact the specified paving mixture
in accordance with the requirements of this Section,
23 2. Unless otherwise shown on the plans, provide the mix design.
24 3. The City will perform quality assurance (QA) testing.
25 4. Provide quality control (QC) testing as needed to meet the requirements of this
26 Section.
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 eonsecutive 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
41
42
43
44
45
46
13
14
15
2) Discontinue the use of the alter•nate equipment and fiu•nish the specifed
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipinent if production rate
and quality requirements of the Contract are not met.
Straightedges and Templates. Furnish 10 foot stcaightedges and other tem�lates as
required or approved.
Distributor vehicles.
a. Furnish vehicle that can achieve a uniform tack coai placement.
b. The nozzle patterns, spi•ay bar height and distribution pressure must work
together to produce unifo�•m application.
c. The vehicle should be set to provide a"double lap" or "triple lap" coverage.
d. Nozzle spray patterns should be identical to one another along the distributor
spray bar.
e. Spray bar height should remain constant.
f. Pressure within the distributor must be capable of forcing the tack coat material
out of spray nozzles at a constant rate.
Coring Equipment.
a. When coring is required, provide equipment suitable to obtain a pavement
specimen meeting the dimensions for testing.
B. Construction,
3. Storage and Heating of Materials.
a. Do not heat the asphalt binder above the temperatures specified in Section
2.2.A. or outside the manufacturer's recommended values.
b. On a daily basis, provide the City with the records of asphalt binder and hot-
mix asphalt discharge temperatures in accordance with Table 10.
c. Unless othe��vvise approved, do not store mixtures for a period long enough to
affect the quality of the mixture, nor in any case longer than 12 hours.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July l, 2011
32 12 16 - 18
ASPHALT PAVING
Page 18 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
4. Mixing and Dischaige of Matei•ials,
a. Notify the City of the target discharge te�nperature and produce the mixhue
within 25 degrees F of the target.
b. Monitor the temperature of the material in the truck befoi�e shipping to ensure
that it does not exceed 350 degrees F. The City will not pay for or allow
placement of any mixture produced at more than 350 degrees F.
c. Control the mixing time and temperature so that substantially all moisture is
removed fi•oin tlle mixture before discharging fi•om the plant.
D. Placement Operations.
1. Place the mixtui•e to meet tlle typical section requii•ements and produce a smooth,
finished surface or base coui•se with a uniform appearance and texttue.
2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
3. Place mixture so longitudinal joints on the surface couise coincide with lane lines,
or as dii•ected. Ensure that all �nished surfaces will drain properly.
15 4, When End Dump Ti•ucics are used, ensure the bed does not contact the paver when
16 raised.
17 5. Placement can be pei•formed by hand in situations where the paver cannot place it
18 adequately due to space cestrictions.
19 6. Hand-placing should be minimized to prevent aggregate segregation and surface
20 texttu�e issues.
21 7. All hand placement shall be checked with a steaightedge 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 Com acted Lift Thicicness ancl Re uired Core Hei ht
Com acted Lift Thicicness
Mixture Type Minimtnn Maximum
in. _ _ il n•)
B 2.00 3.00
--- .__,,._...
C 2.00 2.50
D 1,50 2.00
27
28
29
30
31
32
33
34
35
36
37
38
39
9. Tack Coat.
a. Clean the surface before placing the tacic coat. Unless otherwise approved,
apply tack coat uniformly at the rate directed by the City.
b, The City will set the rate between 0.04 and 0.10 gallons of 1•esidual asphalt per
square yard of surface area.
c. Apply a thin, uniform tacic coat to all contact surfaces of curbs, structui•es, and
alljoints.
d. Pi•event splattering of tack coat when placed adjacent to cu1•b, gutter, metal
beam guard fence and structures.
e. Roll the tacic coat with a pneumatic-tire roller when directed.
f. The City may use Tex-243-F to verify that the tacic coat has adequate adhesive
properties.
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2013-5)
02098
32 12 16-19
ASPHALT PAVING
Page 19 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
g. The City may suspend paving operations until there is adequate adhesion.
h. The tack coat should be placed with enotiigh time to breal< or set before
applying hot mix asphalt layers.
i. Ti•af�c should not be allowed on tack coats.
j. When a tacl<ed road surface must be opened to traffic, they should be covered
with sand to provide friction and prevent picic-up.
k. A typical rate for applying a sand cover is 4 to 8 lbs/squai•e yard.
10. General placement requirements.
a. Material should be delivered to maintain a relatively constant head of material
in fi•oni of the screed.
b. The hopper should never be allowed to empty during paving.
c. Dumping wings between trucks not allowed. Dispose of at end of day's
production.
E. Lay-Down Operations.
1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
placement temperatures.
2. Windrow Operations. When hot mix is placed in windrows, operate windrow
pickup equipment so that substantially all the mixture deposited on the roadbed is
picked up and loaded into the paver,
Table 10
Su ested Minimum Mixture Placement Tem era
High-Temperature Minimum Placement
Binder Grade Temperature
(Before Enterin Pave�
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or hi�her 290°F
F. Compaction.
1. Use air void control unless ordinary compaction control is specified on the plans.
2.
3.
4.
5.
6.
Avoid displacement of the mixture. If displacement occurs, correct to the
satisfaction of the City.
Ensure pavement is fully compacted before allowing rollers to stand on the
pavement,
Unless otherwise directed, use only water or an approved release agent on rollers,
tamps, and other compaction equipment.
Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
Unless otherwise directed, operate vibratoiy rollers in static mode when not
compacting, when changing directions, or when the plan depth of the pavement mat
is less than 1-1/2 inches.
7. Use tamps to tho��oughly compact the edges of the pavement along ctu•bs, headers,
and similar structures and in locations that will not allow thorough compaction with
the rollers.
8. The City may require rolling with a trench roller on widened areas, in trenches, and
in other limited areas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 12 16 - 20
ASPI-(ALT PAVING
Page 20 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
traffic unless otherwise directed.
10. When directed, sprinkle the �nished mat with water or limewater to expedite
opening the roadway to traf�c.
1 l. Air Void Control.
a. General.
1) Compact dense-graded hot-mix asphalt to contain fi�om 5 percent to 9
percent in-place air voids.
2) Do not increase the asphalt content of the mixture to reduce pavement air
voids,
b. Rollers,
1) Furnish the type, size, and number of rollers required for compaction, as
approved.
2) Use a pneumatic-tire 1•oller to seal the surface, unless otherwise shown on
the plans.
3) Use additional rollers as required to remove any roller marlcs.
c. Air Void Determination.
1) Unless otl�erwise shown on the plans, obtain 2 roadway specimens at each
location selected by the City for in-place air void determination.
2) The City will measure air voids in accordance with Tex-207-F and
Tex-227-F.
3) Before drying to a constant weight, cores inay be predried using a Corelok
or similar vacuum device to remove excess moisture.
4) The City will use the average air void content of the 2 cores to calculate the
in-place air voids at the selected location.
d. Air Voids Out of Range.
1) If the in-place air void content in the compacted mixture is below 5 percent
ol• greater than 9 percent, change the production and placement operations
to bring the in-place air void content within requirements.
e. Test Section,
1) Construct a test section of 1 lane-width and at most 0.2 mi, in length to
demonstrate that compaction to between 5 pei•cent and 9 pei•cent in-place
air voids can be obtained.
2) Continue this procedure until a test section with 5 percent to 9 percent in-
place air voids can be pi•oduced.
3) The City will allow only 2 test sections per day.
4) When a test section producing satisfactoiy in-place air void content is
placed, i•esume full production.
12. Ordinaiy Compaction Control.
a. Furnish the type, size, and number of rollers required for compaction, as
approved, Furnish at least 1 medium pneumatic-tire roller (minimum 12-ton
weight).
b. Use the control strip method given in Tex-207-F, Palt N, to establish rolling
patterns that achieve maximum compaction.
c. Follow the selected rolling pattern unless changes that affect compaction occur
in the mixture or placement conditions.
d. When such changes occur, establish a new rolling pattern.
e. Compact the pavement to meet the requirements of the plans and specifications.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS
Revised July 1, 201(
HMAC SURFACE OVERLAY (2013-5)
02098
32 12 l6 - 21
ASPHALT PAVING
Page 21 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
G
f. When rolling with the 3-wheel, tandem or vibratory collers, start by fiist rolling
tlle joint with the adjacent pavement and then continue by rolling longitudinally
at the sides.
g. Proceed toward the center of the pavement, overlapping on successive trips by
at least 1 ft., unless otherwise directed.
h. Make alternate trips of the roller slightly different in length.
i. On super elevated curves, begin rolling at the low side and progress toward the
high side unless otherwise directed.
Irregularities.
1. Identify and correct irregularities including but not limited to segregation, rutting,
raveling, flushing, fat spots, mat slippage, ir►•egular color, irregular• texture, roller
marks, tears, gouges, sti•eaks, uncoated aggregate particles, or broken aggregate
particles.
2. The City may also identify ii•j•egularities, and in such cases, the City shall promptly
notify the CONTRACTOR.
3. If the City determines that the irregularity will adversely affect pavement
performance, the City may require the CONTRACTOR to remove and replace (at
the CONTRACTOR'S eYpense) areas of the pavement that contain the
irregularities and areas where the mixture does not bond to the existing pavement.
4. If irregularities are deteeted, the City may require the CONTRACTOR to
immediately suspend operations or may allow the CONTRACTOR to continue
operations for no more than 1 day while the CONTRACTOR is talcing appropriate
corrective action.
5. The City may suspend production or placement operations until the problem is
corrected.
6. At the expense of the CONTRACTOR and to the satisfaction of the City, remove
and replace any mixture that does not bond to the existing pavement or that has
other surface irregularities identified above.
29 3.5 I2EPAIR
30 A. See Section 32 Ol 17.
31 3.6 QUALITY CONTROL
32
33
34
35
36
37
38
39
40
41
42
43
44
A. Production Testing
1. Perform production tests to verify asphalt paving meets the performance standard
required in the plans and specifications.
2. City to measure density of asphalt paving with nuclear gauge.
3. City to core asphalt paving from the normal thickness of section once acceptable
density achieved. City identifies location of cores.
a. Minimum core diameter: 4 inches
b. Minimum spacing: 200 feet
c. Minimum of one core eveiy block
d. Alternate lanes between core
4. City to use cores to determine pavement thickness and calculate theoretical density.
a. City to perform theoretical density test a minimum of one per day per street.
B. Density Test
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
32 12 16 - 22
ASPHALT PAViNG
Page 22 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
1. The average measured density of asphalt paving must meet specified density.
2. Average of ineasureynents per street not meeting the mininlum specified strength
shall be subject to the money penalties or removal and replacement at the
CONTRACTOR'S expense as show in Table 1 l.
Percent Rice
89 and lower
90
91-93
94
95
Over 95
Table 11
Density Payinent Scl�edule
Percent of Conti•act Price Allowed
remove and replace at the entire cost and expense of CONTRACTOR
as directed by OWNER.
75-percent
100-percent
90-pei•cent
75-percent
remove and i•eplace at the entire cost and expense of CONTRACTOR
as directed bv OWNER.
3. The atnount of penalty shall be deducted fi•om payment due to CONTRACTOR.
4. These i•equii•ements are in additiou to tl�e requirenlents of Section 1.2 Measurement
and Payment.
C. Pavement Thicicness Test.
1. City measure each core thickness by averaging at (east three measurements,
2. The number of tests and location shall be at the discretion of the City, unless
otherwise specified in the special provisions or on tlie plans.
3. In the event a deficiency in the thiclaiess of pavement is i•evealed during production
testing, subsequent tests necessaty to isolate the deficiency shall be at the
CONTRACTOR' S expense.
4. The cost for additional coring test shall be at the same rate charged by commercial
laboratories.
5. Where the average thickness of pavement in the area found to be deficient, payment
shall be made at an adjusted price as specified in Table 12.
Table 12
Thictcness Deficiency Penalties
Deficiency in Thicicness
Determined bv Cores
Greater Than 0 percent - Not More than 10 percent
Greater Than 10 percent - Not More than 15 percent
Greater Than 15 percent
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Proportional Part
Of Contract Price
90 percent
80 percent
remove and replace at
the entire cost and
expense of
CONTRACTOR as
directed by OWNER.
HMAC SURPACE OVERLAY (2013-5)
02098
32 12 16 -23
ASPHALT PAVING
Page 23 of 23
1 6. If, in the judgment of the City, the area of such deficiency warrants removal, the
2 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with
3 asphalt paving of the thiclaless 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 I+IELD QUALITY CONTROL [NOT USED]
7 3.8 SYST�M STARTUP [NOT USED]
8 3.9 ADJUSTING [NOT USED]
9 3.10 CL�ANING [NOT USED]
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROT�CTION [NOT USED]
12 3.13 MAINTENANC� [NOT USED]
13 3.14 ATTACHM�NTS [NOT USED]
14 END OF SECTION
15
Revision Log
DATE NAME SUMMARY OF CHANGE
16
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
321273-5
ASPHALT PAVING CRACK SEALANTS
Page 5 of 5
1
2
3
4
5
6
7
8
9
10
�
If�
3.5 []L2�PAIR]/ [I2�STORATION] [NOT USED]
3.6 RE-INSTALLATION [NOT US�D]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT USED]
3.11 CLOS�OUT ACTIVITIES [NOT USED]
3.12 PROT�CTION [NOT USED)
3.13 MAINT�NANC� [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321320-1
CONCRGTE SIDEWALKS, DRIVEWAYS AND BARRIER FREE ItAMI'S
Page I of 5
1
2
4 1.1 SUMMARY
5 A. Section Includes
SECTION 32 13 20
CONCRETE SID�WALICS, DRIVEWAYS AND BARRIER FREE RAMPS
3 PART1- GEN�RAL
6
7
8
9
10
11
12
13
14
15
16
17
18 1.2
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
1. Concrete sidewalks
2. Driveways
3. Bari•ier free ramps
B. Deviations fi•orn City of Fort Worth Standards
1. None
C. Related Speci�cation Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements.
3. Section 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
PRICE ANll PAYMENT PROCEDUI2�S
A, Measurement and Payment
1. Measurement
a. Concrete sidewallc: measure by the square foot of completed and accepted
sidewalk in its �nal position by thickness and type.
b. Driveway: measure by the square foot of completed and accepted driveway in
its final position by thickness and type.
1) From back of projected curb, including the area of the curb radii and extend
to the limits specified in plans,
2) Sidewalk portion of drive included in driveway measurement
3) Curb on driveways included in driveway measurement.
c, Barrier fi•ee ramps: measure by each unit of completed and accepted barrier
fi•ee ramp per type by width of connecting sidewalk including:
1) curb ramp
2) landing and detectable warning surface as shown on the plans.
3) adjacent flares or side curb
2. Payment: contract unit price bid for the work performed and all materials furnished.
Subsidiaiy work and materials include:
a. excavating and preparing the subgrade
b. furnishing and placing all materials
c. manipulation, labor, tools, equipment and incidentals necessaiy to complete the
work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321320-2
CONCRETE SID�WALKS, DRIVEWAYS AND BARRIGR FR�E RAMPS
Page 2 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
1.3 1t�FEItENC�S
A. Abbreviations and Acronyms
1. TAS — Texas Accessibility Standards
2. TDLR — Texas Department of Licensing and Regulation
B. Reference Standards
1. American Society for Testing and Materials (ASTM)
a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
Construction (Non-extruding and Resilient Types)
b. D698, Test Metl�ods for Laboratory Compaction Chai•acteristics of Soil Using
Standacd Effort (12,400 ft-Ibf/ft3)
1.4 ADMINISTRATIV� I2EQUIR�M�NTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Mix Design: submit foi• approval. Section 32 13 13.
B. Product Data; submit product data and sample for pre-cast detectable warning for
barrier fi�ee ramp.
1.7 CLOSEOUT SUBMITTALS
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 D�LIV�RY, STORAG�, AND HANDLING [NOT US�D]
1.11 FIELD CONDITIONS
A. Weather Conditions: Placement of conci•ete shall be as specified in Section 32 13 13.
1.12 WAI2I2ANTY [NOT US�D]
PART2- PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT US�D]
2.2 EQUIl'MENT AND MATERIALS
A. Forms: wood or metal straight, fi�ee fi•om warp and of a depth equal to the thiclaless of
the finished work.
B. Concrete: see Section 32 13 13,
1. Unless otherwise shown on the plans or detailed specifications, the standard class
for concrete sidewall<s, driveways and barriei• fi•ee i•amps are shown in the following
table.
Standard Classes of Pavement Concrete
Class of Miniinum 28 Day Min. Maximum Course
Concrete� Cementitious, Compressive Water/ Aggregate
Lb. /CY Strength2 Cementitious Maximum
psi Ratio Size,
inch
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321320-3
CONCRETE SIDEWALKS, DRIV�WAYS AND BARRIER FREE 1tAMPS
Page 3 of 5
A 470 3000 0.58 1-1/2
1
2 C. Reinforcement: see Section 32 13 13,
3 1. Sidewallc, di•iveway and barrier free ramp reinforcing steel shall be #3 deformed
4 bars at 18 inches on-center-both-ways at the center plane of all slabs.
5 D. Joint Filler.
6 1. Wood Filler: see Section 32 13 13.
7 2. Pre-Molded Asphalt Board Filler:
8 a. Use only in areas where not practical for wood boards.
9 b. Pre-molded asphalt board filler: ASTM D545.
10 c. Install the required size and uniform thickness and as speci�ed in plans.
11 d. Inelude two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
12 mixture of asphalt and vegetable fiber and/or mineral filler.
13 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the plans.
14 2.3 ACCESSORIES (NOT USED]
15 2.4 SOURCE QUALITY CONTROL [NOT USED]
[C� 7:7 �li�� �?���liil�M_[�1�1
17 3.1 INSTALLERS [NOT USED]
18 3.2 EXAMINATION [NOT USED]
19 3.3 PREPARATION
20 A. Surface Preparation
21 1. Excavation: Excavation required for the construction of sidewalks, driveways and
22 barrier free ramps shall be to the lines and grades as shown on the plans or as
23 established by the City.
24 2. Fine Grading
25 a. The CONTRACTOR shall do all necessa�y filling, leveling and fine grading
26 required to bring the subgrade to the exact grades specified and compacted to at
27 least 90 percent of maximum density as determined by ASTM D698.
28 b. Moisture content shall be within minus 2 to plus 4 of optimum.
29 c. Any over-excavation shall be repaired to the satisfaction of the City.
30 B. Demolition / Removal
31 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
32 3.4 INSTALLATION
33 A. General
34 1. Concrete sidewalks shall have a minimum thickness of 4 inches.
35 2. Sidewallcs consh•ucted in driveway approach sections shall have a minimum
36 thickness equal to that of driveway approach or as called for by plans and
37 specifications within the limits of the driveway approach.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 2011
321320-4
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes foi•
walks shall be 2 percent max in accordance with curreut TAS/TDLR guidelines.
The construction of the driveway approach shall include the variable height radius
curb in accordance with the plans and details.
4. All pedest►•ian facilities shall comply with provisions of TAS including location,
slope, width, shapes, texture aud coloring. Pedestrian facilities installed by the
CONTRACTOR and not meeting TAS must be removed and ceplaced to meet TAS
(no separate pay),
B. Forms: Forms shall be securely staked to line and grade and maintained in a true
position during the depositing of concrete.
C. Reinforcement: see Section 32 13 13.
D. Concrete Placement: see Section 32 13 13.
E. Finishing
1. Concrete sidewalks, driveways and barrier fi•ee rainps shall be finished to a true,
even surface,
2. Trowel and then brush transversely to obtain a smooth uniform brirsh fiuish.
3. Provide exposed aggi•egate finisll if specified.
4. Edge joints and sides shall with suitable tools.
F. Joints
3.
4.
5,
6.
7.
1. Expansion joints for sidewallcs, driveways and barrier fi�ee ramps shall be formed
using redwood.
2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewallc aud 50
foot intervals for 5 foot wide and greater sidewalk.
Expansion joints shall also ba placed at all inteisections, sidewall<s with concrete
driveways, curbs, formations, other sidewalks and other adjacent old concrete worlc.
Similar material shall be placed around all obstructions protruding into or through
sidewallcs or driveways.
All expansion joints shall be 1/2 inch in thicicness.
Edges of all construction and expansion joints and outer edges of all sidewalks shall
be finished to approximately a 1/2 inch radius with a suitable finishing tool.
Sidewalks shall be marked at intervals equal to the width of the walk with a
inarking tool.
When sidewall< is against the curb, expansion joints shall match tl�ose in tha curb.
34 G. Barrier Free Ramp
35 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile,
36 manufactured by StrongGo Industt�ies or approved equal by the City.
37 2. Detectable warning surface shall be a minimum of 24-inch in depth in the dii•ection
38 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
39 landing where the pedestrian access i•oute enters the street.
40 3. Locate detectable warning surface so tllat the edge nearest the curb line is a
41 minitnum of 6-inch and maximum of 8-inch from the extension of the face of the
42 curb.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
I
2
3
4
5
6
7
8
9
10
11
12
13
14
321320-5
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
Page 5 of 5
4. Detectable warning Dome-Tile surface may be cuived along the coi-ner i•adius.
5. Install detectable warning sm�face according to manufacturer's instructions.
3.5 [REPAIR]/ [I2ESTORATION] [NOT USED]
3.6 I2E-INSTALLATION [NOT US�D]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYST�M STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT USED)
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION �
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321613-1
CONCRETE CURB AND GUTT�RS AND VALLEY GUTTERS
Page 1 of 5
1
2
3
SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALL�Y GUTTERS
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes
7 l. Concrete Curbs and Gutte�s
8 2. Concrete Valley Gutters
9 B. Standard Detail
10 1. Typical Street Construction Details
11 C. Deviations fi•om City of Foi�t Worth Standards
12 1. None
13
14
15
16
17
18
19 1.2
D. Related Speciiication Sections include but ace not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requiremeiits
3. Section 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealauts
PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Measui•ement
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 worlc 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, laUor, tools, equipment, and incidentals necessaiy to
32 complete the work,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July l, 201 I
321613-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
1.3 I2�FE12�NCES [NOT USED]
1.4 ADMINISTRATIVE I2�QUIREMENTS [NOT US�D]
1.5 ACTION SUBMITTALS [NOT USED]
1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSURANC� [NOT US�D]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
111 FIELD CONDITIONS
A. Weather Conditions: see Section 32 13 13.
1.12 WARI2ANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER FURNISHED PRODUCTS [NOT USED]
2.2 EQUIPM�NT AND MATERIALS
A. Forms: see Section 32 13 13.
B. Concrete: see Section 32 13 13.
C. Reinforcement: see Section 32 13 13.
D. Joint Filler.
l. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler:
a. Use only in areas where not practical for wood boards.
b. Pre-molded asphalt board �ller; ASTM D545.
c. Install the required size and uniform thickness and as specifed in plans.
d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
mixture of asphalt and vegetable fiber and/or mineral filler.
E. Expansion Joint Sealant: see Section 32 13 73.
CITY OF FORT WORTH HMAC SURPACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July i, 2011
32 16 13 - 3
CONCRETG CURB AND GUTTERS AND VALLEY GUTTERS
Page 3 of 5
1 2.3 ACCESSORIE� [NOT US�D]
2 2.4 SOURCE QUALITY CONTROL [NOT US�D]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS [NOT USED)
S 3.2 �XAMINATION [NOT US�D]
6 3.3 PI2EPARATION
7
8
9
10
il
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Demolition / Removal: See Sectio�i 02 41 13.
3.4 INSTALLATION
A. Forms
l, Extend forms the full depth of concrete.
2. Wood forms: minimum of 1-1/2 inches in thicicness.
3. Metal Forms: a gauge that shall provide equivaleut rigidity and strength.
4. Use acceptable wood or metal forms foi• curves with a radius of less than 250 feet.
5. All forms showing a deviation of 1/8 inch in 10 feet fi�om a straight line shall be
rejected,
B. Reinforcing Steel.
l. Place all necessary reinforcement for City approval prior to depositing concrete.
2. All steel must be free fi•om paint and oil and all loose scale, rust, dirt and other
foreign substances.
3, Remove foreign substances fi�om steel before placing,
4. Wire all bais at their intersections and at all laps or splices.
5. Lap all bar splices a minimum of 20 diameteis of the bar or 12 inches, whichever is
greater.
C. Concrete Placement
1. Deposit concrete to maintain a horizontal surface.
2. Woi•k concrete into all spaces and around any reinforcement to form a dense mass
free fi�om voids.
3. Worlc coaise aggregate away fi•om contact with the forms
4. Hand-Laid Concrete — Curb and gutter.
a. Shape and compact subgrade to the lines, grades and cross section shown on the
plans.
b, Lightly sprinlcle subgrade material immediately before concrete placement.
c. Deposit concrete into forms.
d. Stril<e off with a template 1/4 to 3/8 inch less than the dimensions of the
finished curb unless otherwise approved.
5. Machine-Laid Concrete — Curb and Gutter.
a. Hand-tamp and sprinkle subgrade material before concrete placement,
b. Provide clean surfaces for concrete placement.
CITY OF FORT WORTH
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
321613-4
CONCItETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 5
6.
7.
c. Place the concrete with approved self-propelled equipment.
1) The forming tube of the extrusion machine or the form of the slipform
machine must easily be adjustable vei�tically during the forward motion of
the machine to provide variable heights necessary to conform to the
established gradeline.
d. Attach a pointer or gauge to the machine so that a continual comparison can be
made between the extruded or slipform worlc and the grade guideline.
e. Brush finish surfaces immediately after extrusion or slipfortning.
Hand-Laid Concrete — Concrete Valley Gutter: see Section 32 13 13.
Expansion joints
a. Place expansion joints in the curb and gutter at 200-foot inte�vals and at
inteisection returns and other rigid structui•es.
b. Place tooled joints at 15-foot intervals or matcl�ing abutting sidewalk joints and
pavement joints to a depth of 1'/2 inches,
c. Place expansion joints at all intersections with concrete driveways, curbs,
buildings and other curb and gutters.
d. Make expansion joints no less than 1/2 inch in thiclrness, extending the full
depth of the concrete,
e. Malce expansion joints perpendicular and at right angles to the face of the curb.
£ Neatly trim any expansion material extending above the finished to the surface
of the finished work.
g. Make expansion joints in the curb and gutter coincide with the concrete
expansion joints.
h. Longitudinal dowels across the eYpansion joints in the curb and gutter are
required.
i. Insta113 No. 4 round, smooth bars, 24 inches in length, for dowels at each
expansion joint.
j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
provides a minimum of 1 inch fi•ee expansion.
k. Support dowels by an approved method.
D. Curing: see Section 32 13 13.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321613-5
CONCRGTE CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of 5
1
2
3
4
5
6
7
8
9
10
11
12
3.5 [R�PAIR)/ [RESTORATION] [NOT USED]
3.6 R�-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT US�D]
3.8 SYST�M STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT US�D]
3.11 CLOS�OUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANCE [NOT USED]
3.14 ATTACHMENTS [NOT US�D]
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July t, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
321723-1
PAV�MENT MARKINGS
Page 1 of 11
I
2
3 PART1- G�NERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 1.2
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
SECTION 32 1'7 23
PAVEMENT MARICINGS
A. Section Includes:
1. Pavement Markings
a. Thermoplastic, hot-applied, spray (HAS) pavement markings
b. Thermoplastic, hot-applied, extruded (HAE) pavement markings
c. Preformed polymer tape
d. Preformed heat-activated thermoplastic tape
e. Painted markings
2. Raised markers
3. Work zone marlcings
4. Removal of pavement tnarkings and markers
B. Deviations fi�om this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Conh�act Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYM�NT PROCEDURES
A. Measurement and Payment
1. Pavement Markings
a. Measurement
1) Measurement foi� this Item shall be per linear foot of material placed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit pt•ice bid per linear foot of "Pvmt Marking" installed for:
a) Various Widths
b) Various Types
c) Various Materials
d) Various Colors
c. The price bid shall include;
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing (when required)
2. Legends
a. Measm�ement
1) Measurement foi• this Item shall be per each Legend installed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised December 20, 2012
321723-2
PAVEMENT MARKINGS
Page 2 of 11
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Legend" installed for;
a) Various types
b) Various applications
c. The price bid shall include:
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing
3. Raised Markers
a. Measurement
1) Measurement for this Item shall be per each Raised Marker installed,
b. Payment
1) The work perforined and materials fiu•nisl�ed in accordance with this Iteln
shall be paid for at the unit price bid per each "Raised Marker" installed
for:
a) Various types
c, The price bid sliall include:
1) Installation of Raised Marlcers
2) Surface preparation
3) Clean-up
4) Testing
4. Worl< Zone Tab Marlcers
a. Measurement
1) Measui•ement for this Item shall ba per each Tab Marker installed.
b. Payment
1) The worlc pei�formed and materials furnished in accordance with this Item
shall be paid for at the unit price bid pei• each "Tab Marker" installed foi•:
a) Various types
c. The price bid shall include:
1) Installation of Tab Work Zone Marl<eis
5. Fire Lane Marlcings
a. Meastu�ement
1) Measui•ement for this Item shall be per the linear foot.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measui•ed as provided undei• "Measurement" shall be paid for at the
unit price bid per linear foot of "Fire Lane Marlcing" installed.
c. The price bid shall include:
1) Surface preparation
2) Clean-up
3) Testing
6, Pavement Marking Removal
a. Measurement
1) Measw�e for this Item shall be per linear foot.
b. Payment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
321723-3
PAVEMENT MARKINGS
Page 3 of 1 I
1
2
3
4
5
6
7
8
9
10
I1
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
1) The worl< performed and inaterials furnished in accorciance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Remove Pvmt Marking" performed for:
a) Various widths
c. The pi•ice bid shall include:
1) Removal of Pavement Markings
2) Clean-up
Raised Marker Removal
a. Measurement
1) Measurement for this Item shall be per each Pavement Marker removed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Remove Raised Marker"
performed.
c. The price bid shall include:
1) Removal of each Maricer
2) Disposal of removed materials
3) Clean-up
Legend Removal
a. Measurement
1) Measure for this Item shall be per each Legend removed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Meastu�ement" shall be paid for at the
unit price bid per linear foot of "Remove Legend" performed for:
a) Various types
b) Various applications
c. The price bid shall include:
1) Removal of Pavement Markings
2) Clean-up
7
8.
31 1.3 REFERENCES
32 A. Reference Standards
33 1.
34
35
36 2.
37
38 3.
39
40
41
42
43
44
45
46
47
Reference standards cited in this Specification refer to the cm•rent reference
standard published at the time of the latest revision date logged at the end of this
Speciiication, unless a date is specifically cited.
Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition
a. Part 3, Marl<ings
American Association of State Highway and Transportation Officials (AASHTO�
a. Standard Specification for Glass Beads Used in Pavement Mai•kings, M 247-09
4. Federal Hi�hway Administration (FHWA�
a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139
5. Texas Department of Transportation (TxDOT�
a. DMS-4200, Pavement Markers (Reflectorized)
b. DMS-4300, Traffic Buttons
c. DMS-8220, Hot Applied Thermoplastic
d. DMS-8240, Permanent Prefabricated Pavement Markings
e. DMS-8241, Removable Prefabricated Paveinent Markings
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
321723-4
PAVEMENT MARKINGS
Page 4 of 11
1 f. DMS-8242, Temporary Flexible-Reflective Road Marker Tabs
2 1.4 ADMINISTRATIVE IZEQUII2EMENTS (NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section O1 33 00.
5 B, All submittals shall be appi•oved by tl�e City prior to deliveiy and/or fabrication for
6 specials.
7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
8 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
9 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT US�D]
10 1.9 QUALITY ASSiJI2ANC� [NOT USED]
11 1.10 DELIV�RY, STORAG�, AND HANDLING
12
13
14
15
�
A. Storage and Handling Reauirements
1. Tl�e Contractor shall seeure and n1ai�ltain a location to store the material in
accordance with Section O1 50 00,
1.11 FIELD [SITE] CONDITIONS [NOT US�D]
112 WAI2I2ANTY [NOT US�D]
17 PART 2 - PRODUCTS
18 2.1 OWN�R-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 considei•ed as shown in Section O1 60 00.
25 a, The manufacturer must coinply 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 O1 25 00.
28 B. Materials
29 1. Pavement Marl<ings
30 a. Thertnoplastic, llot 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 marlcings.
34 3) Wl�en placed on the roadway, the markings shall not be slippe�y when wet,
35 lift fi•om pavement under normal weather couditions nor exhibit a tacky
36 exposed surface.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised December 20, 2012
321723-5
PAVEMENT MARKINGS
Page 5 of I 1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
�
4) Cold ductility of the material shall permit normal road surface expansion
and contraction without chipping or cracicing,
5) The markings shall retain their original color, dimensions and placement
under normal traffic conditions at road surface temper•atures of 158 degrees
Fahrenheit and below.
6) Marl<ings shall have uniform cross-section, clean edges, square ends and no
evidence of tracking.
7) The density and quality of the material shall be unifoi•m throughout the
marl<ings.
8) The thiclaiess shall be uniform throughout the length and width of the
markings.
9) The markings shall be 95 percent fi•ee of holes and voids, and free of
blisters for a minimum of 60 days after application.
10) The material shall not deteriorate by contact with sodium chloride, calcium
chloride or other chemicals used to prevent roadway ice or because of the
oil content of pavement markings or fi•om oil droppings or other effects of
traffic.
11) The material shall not prohibit adhesion of other thermoplastic marlcings if,
at soine future time, new markings ai•e placed over existing material.
a) New material shall bond itself to the old line in such a manner that no
splitting or sepacation takes place.
12) The markings placed on the roadway shall be completely retroreflective
both internally and externally with traffic beads and shall exhibit uniform
retro-directive reflectance.
13) Traffic beads
a) Manufactured fi•om glass
b) Spherical in shape
c) Essentially free of sharp angular particles
d) Essentially free of particles showing cloudiness, surface scoring or
surface scr-atching
e) Water white in color
� Applied at a uniform rate
g) Meet or exceed Specifications shown in AASHTO Standard
Specification for Glass Beads Used in Pavement Markings, AASHTO
Designation: M 247-09.
Thermoplastic, hot applied, extruded
1) Product shall be especially compounded for traffic markings
2) When placed on the roadway, the markings shall not be slippeiy when wet,
lift from pavement under normal weather conditions nor exhibit a tacky
exposed surface.
3) Cold ductility of the material shall permit normal road surface expansion
and coniraction without chipping or cracking.
4) The markings shall retain their original color, dimensions and placement
under normal traffic conditions at road sw•face temperatures of 158 degrees
Fahrenheit and below.
5) Markings shall have unifoim cross-section, clean edges, square ends and no
evidence of tracking.
6) The density and quality of the material shall be uniform throughout the
markings.
CITY OF FORT WORTH
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
321723-6
PAVEMENT MARKINGS
Page 6 of 11
1 7) The thiclaiess shall be uniform tlu�oughout the leugth and width of the
2 markings.
3 8) The markings shall be 95 percent free of holes and voids, and fi�ee of
4 blisters for a minimum of 60 days after application.
5 9) Tlle minimum thickness of the mai•king, as meastu•ed above the plane
6 foi•med by the pavement surface, shall not be less than 1/8 inch in the ceiltei•
7 of the inai•lcing and 3/32 inch at a distance of'/2 inch fi•om the edge.
8 10) Maximum thickness shall be 3/16 inch.
9 11) The material shall not deteriorate by contact witll sodium chloride, calcium
10 chloride or other chemicals used to prevent roadway ice or because of the
11 oil content of pavement markings or fi•om oil droppings or other effects of
12 traffic.
13 12) The material shall not prohibit adhesion of other thermoplastic marlcings if,
14 at some futiu�e time, new niarkiugs are placed over existing material. New
I S 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 itlternally and externally with traffic beads aud shall exhibit tuliform
19 retro-directive reflectance.
20 14) Traffic beads
21 a) Manufactured fi�om glass
22 b) Spherical in shape
23 c) Essentially fi•ee of sharp angular particles
24 d) Essentially fcee of particles showing cloudiness, sui•face scoring or
25 siu�face scratching
26 e) Water white in color
27 fl Applied at a uniform rate
28 g) Meet or exceed Specifications shown in AASHTO Standai•d
29 Specification for Glass Beads Used in Pavement Mai•kings, 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 Perfoi•mance 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 tl�ermoplastic or app��oved equal.
37 e. Traffic Paint
38 1) Materials shall meet or exceed the TxDOT Speciiication DMS-8200.
39
40
41
42
43
44
45
46
47
48
49
50
2. Raised Markers
a. Markeis shall meet the requirements of the Texas Manual on Uniform Traffic
Control Devices.
b. Non-reflective marlcers shall be Type Y(yellow body) and Type W(white
body) round ceramic tnarkecs and shall meet or exceed the TYDOT
Specification DMS-4300.
c. The reflective markers shall be plastic, meet or exceed the TxDOT
Specifcation DMS-4200 for high-volume retroreflective raised markers and be
available in the following types;
1) Type I-C, white body, 1 face reflects white
2) Type II-A-A, yellow body, 2 faces reflect amber
3) Type II-C-R, white body, 1 face reflects white, the other red
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURPACE OVERLAY (2013-5)
02098
32 17 23 - 7
PAVEMENT MARKINGS
Page 7 of 11
1
2
3
4
5
6
7
8
9
10
11
12
13
3. Work Zone Markings
a, Tabs
1) Temporaiy flexible-reflective roadway marker tabs shall meet requirements
of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marker
Tabs."
2) Removable markings shall not be used to simulate edge lines.
3) No segment of roadway open to traffic shall remain without permanent
pavement macicings for a pet�iod greater than 14 calendar days.
b. Raised Markers
1) All raised pavement mai•kei•s shall meet the requirements of DMS-4200.
c. Striping
1) Work Zone striping shall meet or exceed the TxDOT Specification DMS-
8200.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL
16
17
18
A. Performance
1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet
the requirements detailed in the table below for a minimum of 30 calendar days.
Posted
< 30 � 35 — 50 � > 55
19
20
21
22
23
24
25
26
2-lane roads with centerline �a 100 250
markin s only (1)
All other roads (2) n/a 50 100
(1) Measured at standard 30-m geometry in units of mcd/m /lux.
(2) Exceptions:
A. When raised reflective pavement markings (IZRPMs) supplement or substitute for a
longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as
long as the RRPMs are maintained so that at least 3 are visible from any position along that
line ducing nighttime conditions.
B. When continuous roadway lighting assures that the markings are visible, minimum
pavement marking reh•oreflectivity levels are not applicable.
27 PART 3 - EXECUTION
28 3.1 EXAMINATION [NOT USED]
29 3.2 PREPARATION
30
31
32
33
34
35
A. Pavement Conditions
1. Roadway surfaces shall be fi•ee of dirt, grease, loose and/or flaking existing
markings and other forms of contamination.
2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the
curing membrane.
3. Pavement to which matei•ial is to be applied shall be completely dry.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised December 20, 2012
321723-8
PAVGMENT MARKINGS
Page 8 of 11
1 4. Pavement shall be considered dry, if, on a sunny day after obseivation for 15
2 minutes, no condensation develops on the underside of a 1 square foot piece of
3 clear plastic that has been placed oi� the pavement and weiglited on the edges.
4 5. Equipment and metliods used for surface preparation shall not damage the
5 pavement or• present a hazard to motorists or pedestrians.
6 3.3 INSTALLATION
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
A. General
�
�
5.
6.
1. The materials shall be applied according to the manufactui•er's i•ecommendations,
2. Marlcings and marl<ers shall be applied within temperature limits cecomtnended by
the material manufacturer, and shall be applied on clean, diy pavement having a
surface temperature above 50 degrees Fahrenheit.
3. Marlcings that are not properly applied due to faulty application methods or being
placed in the wrong position or alignment shall be removed and replaced by the
Conh�actor at the Conti•actor's expense. If the mistalce is such that it would be
confusing or hazardous to motorists, it shall be eeinedied the same day of
noti�cation. Notification will be made by phone and con�rmed by fax. Other
mistalces shall be remedied witl�in S days of written notification.
When marlcings ace a�plied on road�vays open to traffic, care will be taken to
ensure that proper safety pi•ecautions are followed, including the use of signs,
cones, barricades, flaggers, etc.
Freshly applied marlcings shall be protected fi�om traf�c damage and disfigurement.
Temperature of the material must be equal to the temperatui•e of the road surface
before allowing traffic to travel on it.
B. Pavement Mai•kings
7
3.
Therinoplastic, hot applied, spi•ay
a. This method shall be used to install and replace long lines — centerlines, lane
lines, edge lines, turn lanes, and dots.
b. Marlcings shall be applied at a ll0 mil thickness.
c. Mai•Icings shall be applied at a 90 mil thiclaless when placed over existing
n1ar1<ings.
d. Typical setting time shall be between 4 minutes and 10 minutes depending
upon the roadway surface temperature and the humidity factor.
e. Retroreflective raised marl<ers shall be used to supplement the centerlines, lane
lines, and turn lanes. Refer to City Standard Detail Drawings for placement.
£ Minimum Y•etroreflectivity of markings shall meet or exceed values shown in
subparagraph 2.4.A,1 of this Specification.
Thermoplastic, hot app(ied, extruded
a. This method shall be used to install and replace crosswalks and stop-lines,
b. Markings shall be applied at a 125 mil thiclrness.
c. Minimum retroi•eflectivity of tnarkings shall meet or exceed values shown in
this Specification.
Preformed Polymer Tape
a. This method shall be used to install and replace cr•osswalks, stop-lines, and
legends.
b. The applied mai•king shall adhei•e to tlle pavement surface with no slippage or
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 (2013-5)
02098
321723-9
PAVEMENT MARKINGS
Page9oflt
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
4. Preformed Heat-Activated Thermoplastic Tape
a. This method shall be used to install and replace crosswalks, stop-lines, and
legends.
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, stcaight lines and clean edges.
c. Minimum retroreflectivity of markings shall meet or exceed vahies shown in
this Specification.
5. Traffic Paint
a. This method shall be used to install Work Zone Markings, Parking Lot
Markings and any other tempora�y marking application.
b. The applied marking shall adhere to tl�e pavement surface with no slippage or
(ifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
C. Raised Markers
1. All permanent raised pavement markers on Portland Cement roadways shall be
installed with epoYy adhesive. Bituminous adhesive is not acceptable.
2. All permanent raised pavement ►narkers on new asphalt roadways may be installed
with epoxy or bituminous adhesive.
3. A challc line, chain or equivalent shall be used during layout to ensm�e that
individual marlcers are properly aligned, All markers shall be placed uniformly
along the line to achieve a smooth continuous appearance.
D. Work Zone Markings
l. Worlc shall be performed with as little disruption to traf�c as possible.
2. Install longitudinal markings on pavement surfaces before opening to traffic.
3. Maintain Iane alignment traffic control devices and operations until marlcings are
installed.
4. Install markings in proper aligmnent in accordance with the Texas MUTCD and as
shown on the Drawings.
5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
of a surface treatment, unless othei•wise shown on the Drawings.
6. Place markings in proper alignment with the Iocation of the final pavement
markings.
7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or
transverse lines.
8. All markings shall be visible fi�om a distance of 300 feet in daylight conditions and
fi•om a distance of at least 160 feet in nighttime conditions, illuminated by low-
beam automobile headlight.
9. The daytime and nighttime reflected color of the markings must be distinctly white
or yellow.
10. The markings must exhibit uniform retroreflective characteristics.
11. Epoxy adhesives shall not be used to work zone markings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
32 17 23 - 10
PAVGM�NT MARKINGS
Page 10 of 11
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
3.4 REMOVALS
1. Pavement Marlcing and Marlcer Removal
a. The industcy's best practice shall be used to remove existing pavement
mai•Icings and markers.
b. If the roadway is being damaged during the macker removal, Woi•lc shall be
halted until consultation with the City.
c. Removals shall be done in such a matter that color and te:cture contrast of the
pavement surface will be held to a minimum.
d. Repaii• damage to asphaltic surfaces, such as spalling, shelling, etc,, gi•eater than
'/a inch in depth resulting fi�om the removal of pavement marl<ings and markers.
Driveway patch asphalt emulsion may be broom applied to reseal damage to
asphaltic surfaces.
e. Dispose of markers in accordance with federal, state, and local cegulations,
f. Use any of the following methods unless otherwise shown on the Di•awings.
1) Surface Treatment Method
a) Apply surface treatment at rates shown on the Drawings or as dii•ected,
Place a surface treatment a minimum of 2 feet wide to cover the
existing marking.
b) Place a stu•face treatment, thin overlay, or microsurfacing a minimum
of 1 lane in width in areas where directional changes of traffic are
involved or in other areas as dicected by the City.
2) Burn Method
a) Use an approved burning method.
b) For thermoplastic pavement markings or prefabricated pavement
marlcings, heat may be applied to ►•emove the bulk of the marking
material prior to blast cleaning.
c) When using heat, avoid spalling pavement surfaces.
d) Sweeping or light blast cleaning may be used to remove minor residue.
3) Blasting Method
a) Use a blasting method such as water blasting, abrasive blasting, water
abrasive blasting, shot blasting, sluriy blasting, water-injected abrasive
blasting, oi• brush blasting as approved.
b) Remove pavement markings on concrete sui•faces by a blasting method
only,
4) Mechanical Method
a) Use any mechanical method except grinding.
b) Flail milling is acceptable in the removal of markings on asphalt and
concrete surfaces,
2. If a location is to be paved over, no additional compensation will be allowed foi•
marking or marlcer removal.
41 3.5 R�PAIR / R�STORATION [NOT US�D]
42 3.6 I2�-INSTALLATION [NOT US�D]
43 3.7 FI�LD 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 thicicness.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised December 20, 2012
1
2
3
4
5
6
7
8
9
10
11
12
13
32 17 23 - 11
PAVEMENT MARKINGS
Page l 1 of 11
C. The applied marlcings shall have no more than 5 percent, by area, of holes or voids and
shall be fi•ee of blisters.
3.8 SYST�M STARTUP [NOT USLD]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING
A, Contractor shall clean up and remove all loose material resulting fi-om construction
operations.
3.11 CLOS�OUT ACTIVITIES [NOT US�ll]
3.12 PROT�CTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-5)
02098
32 91 19 - 1
TOPSOiL PLACEMENT AND PINISHING OF PARKWAYS
Page 1 of 3
1
2
SECTION 32 91 19
TOPSOIL PLACEMENT AND FINISHING OF PARICWAYS
3 PART1- 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 fi•om City of Foi-t Worth Standards
8 1. None
9
10
11
12
13 1.2
14
15
16
17
18
19
20
21
22
23
24
C. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Foi•ms, and Coilditions of the
Contract.
2. Division 1- General Requirements.
PRICE AND PAYM�NT PROC�DUIZES
A. Measurement and Payment
l. Measurement:
a. TopsoiL• measure by tl�e cubic yai•d in place.
2. Payment:
a. Contcact unit price and total compensation for loading, hauling, placing and
furnishing all labor eQuipment, tools, supplies, and incidentals as necessaiy to
complete worlc.
b. All excavation requii•ed by this item in cut sections shall be tneasui•ed in
accordance with provisions for the various excavation items involved with the
provision tllat excavation will be measured and paid for once, regai•dless of tlle
manipulations involved.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 201 I
32 91 19 - 2
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1S
16
17
18
19
20
21
22
23
24
25
26
27
28
29
1.3 REFEI2ENCES [NOT USED]
1.4 ADMINISTRATIV� R�QUII2�MENTS [NOT USED]
1.5 ACTION SUBMITTALS
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINT�NANC� MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED)
1.10 DELIV�RY, STORAG�, AND HANDLING [NOT US�D]
1.11 FIELD [SIT�] CONDITIONS [NOT USED]
1.12 WA12ItANTY [NOT US�D]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Topsoil
1, Use easily cultivated, fertile topsoil that:
a. is fi•ee fi•om objectionable material including subsoil, weeds, clay lumps, non-
soil materials, roots, stumps or stones larger than 1.5 inches
b. has a high resistance to erosion, and
c. is able to support plant growth.
2. Secure topsoil from approved sources.
3. Topsoil is subject to testing by the City.
4. pH: 5.5 to 8.5.
5. Liquid Limit: SO or less.
6. Plasticity Index: 20 or less.
7. Gradation: maximum of 10 percent passing No. 200 sieve.
B. Water: Clean and fi•ee of industrial wastes and other substances harmful to the growth
of vegetation.
2.3 ACC�SSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
30 PART 3 - EXECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EXAMINATION [NOT USED]
33 3.3 PREPARATION [NOT USED]
34 3.4 INSTALLATION
35 A. Finishing of Parkways.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Ju(y I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 91 19 - 3
TOPSOIL PLACEM�NT AND PINISHING OP PARKWAYS
P1ge 3 of 3
1 1.
2 2,
3
4 3.
5
6 4.
7
8
9
10 5.
11
12
13 6.
14 7.
15
3.10 CL�ANING (NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROT�CTION [NOT USED]
3.13 MAINTENANC� [NOT US�D]
3.14 ATTACHMENTS [NOT USLD]
16 B. Placing of Topsoil
17 1. Spread the topsoil to a unifoi•m loose cover at the thickness specified.
18 2. Place and shape tlle topsoil as directed.
19 3. Hand ralce �nish a minimum of 5 feet fi�om all flatworlc
20 4. Tamp the topsoil with a light roller or other suitable eqiiipment.
21 3.5 [I2�PAIR]/ [I2ESTORATION) [NOT USED)
22 3.G Ft�-INSTALLATION [NOT USED]
23 3.7 FIELD QUALITY CONTROL [NOT USED]
24 3.8 SYSTEM STARTUP (NOT USED]
25 3.9 ADJUSTING [NOT US�D]
26
27
28
29
30
31
32
Smoothly shape parlcways, shoulders, slopes, and ditches.
Cut pai•lcways to finish grade prior to tlle placing of any impi•ovements in oi•
adjacent to the roadway.
In the event that uns��itable matei•ial for parkways is encountered, extend the deptl�
of excavation in the parkways six inches and bacl�ll with top soil.
Make standard parkway grade perpendicular to and draining to the curb line.
a. Minimum: 1/4 inch per foot.
b. Maximum:4:l.
c. City may approve variations fi•om these requirements in special cases.
Whenever the adjacent property is lower than tl�e design curb grade and cunoff
drains away fi�om the street, the parl<way grade must be set level with the top of the
curb.
The design gcade from the parkway eYtends to the back of the walk line.
From that point (behind the walk), the grade may slope up or down at maximum
slope of 4: l.
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
33
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
329213-1
HYDROMULCHING, SEEDTNG AND SODDING
Page 1 of 7
1
2
S�CTION 32 92 13
HYDROMULCHING, SEEDING AND SODDING
3 PART1- G�NERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Fm•nishing and installing grass sod and permanent seeding as shown on plans, or as
7 directed.
8 B. Deviations fi•om City of Fort Wortli Standards
9 1. None
10
I1
12
13
14 1.2
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31 1.3
32 1.4
33 1.5
34 1.6
35
36
37
38
C. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements.
PRICE AND PAYM�NT PROCEDIJRES
A. Measurement and Payment
1. Measurement
a. Block Sod Placement: measure by the square yard.
b. Seeding: measure by the square yai•d by the installation method.
c. Mowing: measure by each.
2. Payment
a. Block Sod Placement: contract unit price and total compensation for furnishing
and placing all sod, rolling and tamping, watering (until established), disposal
of all surplus materials, and material, labor, equipment, tools and incidentals
necessaly to complete the work.
b. Seeding: contract unit price and total compensation for furnishing all materials
including water for seed-fertilizer, sluriy and hydraulic mulching, water and
mowing (until established), fertilizer, and material, labor, equipment, tools and
incidentals necessaiy to complete the work.
c. Mowing: contract unit price and total compensation for material, labor,
equipment, tools and incidentals necessary to complete the work.
REFERENC�S [NOT USED]
ADMINISTRATIVE REQUIREMENTS [NOT USED]
ACTION SUBMITTALS [NOT USED]
INFORMATIONAL SUBMITTALS
A. Seed
1. Vendors' certification that seeds meet Texas State seed law including:
a. Testing and labeling for pw�e live seed (PLS).
b. Name and type of seed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 2011
32 92 13 - 2
HYDROMULCHING, SEEDING AND SODDING
Page 2 of 7
1 2, All seed shall be tested in a laboratory with certified results presented to the City in
2 writing, prior to planting.
3 3. All seed to be of the previous season's ci•op and tl�e 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
8
1.9 QUALITY ASSURANC� [NOT USED]
1.10 DELIVERY, STOI2AG�, AND HANDLING
9 A. Block Sod
10 1. Protect fi�om exposure to wind, sun and fi•eezing.
11 2. I{eep staciced 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 tlle consti•uction site,
15 2. Each species of seed shall be sttpplied in a separate, labeled container foi•
16 acceptance by the City.
17 C. Fertilizer
18 1. Provide fertilizer labeled with the analysis,
19 2. Conform to Texas fertilizer law.
20 1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
21 1.12 WARI2ANTY [NOT USED]
22 PART 2- PRODUCTS [NOT US�D]
23 2.1 OWN�R-FURNISHED PRODUCTS [NOT US�D]
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
2.2 MAT�RIALS AND �QUIPMENT
A. Materials
1. Block Sod
a. Sod Varieties (match existing if applicable)
1) "Stenotaphrum secundatum" (St. Augustine grass),
2) "Cynodon dactylon" (Common Bermudagrass),
3) "Buchloe dactyloides" (Buffalograss),
4) an approved (iybrid of Common Bermudagrass,
5) or an appi•oved Zoysiagrass.
b. Sod must contain stolons, leaf blades, i•hizomes and roots.
c. Sod shall be alive, healthy and fi•ee of insects, disease, stones, undesirable
foreign materials and weeds and grasses deleterious to its growth or which
might affect its subsistence or hardiness when transplanted.
d. Minimum sod thickness: 3/4 inch
e. Maximum grass height: 2 inches
f, Acceptable growing beds;
1) St, Augustine grass sod: clay or clay loam topsoil,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
329213-3
HYDROMULCHING, SE�DING AND SODDING
Page 3 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1S
16
17
18
19
20
21
22
23
24
25
26
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 bi•eaking.
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) Pw•e 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 lac]< of availability may be
permitted by the City at the tirne 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) Johnsongi�ass
(2) nutgrass seed
4) Haivest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs. Common Name Botanical Name Purity Gennination
PLS/Acre (percent) (percent)
25 Bermuda (unhulled) cynodoiz dactylo�z 85 90
75 Bermuda (hulled) cynodon dactylon 95 90
27
28
29
2) Plant between September 10 and April 15
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
220 Rye Grass loliufn »Zultiflorurn 85 90
75 Bennuda (unhulled) cynodon dacrylon 95 90
30
31
32
33
c. 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
Botanical Name
Leptochloa darbia
Bouteloua curtipendula
Sclzizachy��iuna scopar�ium
Buchloe dactyloides
SoNghast��unZ nutans
E�•agrostis trichodes
Andropogon gerardii
Ti°rpscacarm dactylozdes
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
32 92 l3 - 4
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 7
1.2
1.8
10.0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
Blue Grama Botrtelot�a gracilis
Switchgrass Paf�icinn virgatann
Prairie Wildiye* Ely»�us carradensis
d. Wildflower Seed
1) Plant between the following:
a) March 5 and May 31
b) September 1 and December 1
Lbs. PLS/Acre Common Name Botanical Name
3.0 Bush Suuflower Sirrsia calva
5.0 Butterfly Weed Asclepias lzrber�osa
2.0 Clasping Coneflower* Rardbeckia anzplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflowei• Desn�m�th�s illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena Verbena bipif�naiifida
8.0 Texas Yellow Star Lindheinae��i texai�a
8,0 Winecup Ca/lirhoe rnvolcr•nta
2.0 Black-eyed Susan Rudbeckia l�irta
18.0 Cutleaf Daisy Engelma��nia pinrratifrda
2.0 Obedient Plant Physostegia inte��inedia
3.0 Pitcher Sage Salvia aza��•ea
2.0 Plains Coreopsis Co�•eopsis tinctor�ia
8.0 Sca►•let Sage Salvia coccir�ea
*not to be planted within ten feet of a road or parking lot or within three feet of a
walkway
e. Temporary Erosion Control Seed
1) Consist of the sowing of cool seasotl plant seeds.
3. Mulch
a. Foi• use with conventional mechanical or hydraulic planting of seed.
b. Wood cellulose fiber produced fi•om virgin wood or recycled paper-by-products
(waste products fi�om paper mills or recycled newspaper).
c. No growth or gernlivation inhibiting factors.
d. No more than ten percent moisture, air dry weight basis.
e. Additives: bindei• in powder form,
£ Form a strong moisture retaining mat.
4. Fertilizer
a
b
c
�
acceptable condition for distribution
applied uniformly over the planted area.
Analysis
1) 16-20-0
2) 16-8-8
Fertilizer rate;
1) Not required for wildflower seeding.
2) Newly established seeding areas - 100 pounds of nitrogen per acre.
3) Established seeding areas - 150 pounds of nitrogen pei• acre.
30 5. Topsoil: See Section 32 91 19,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 201 I
329213-5
HYDROMULCHING, SEEDING AND SODDING
Page 5 of 7
1 6. Water: clean and fi�ee of industrial wastes or otlier substances hai•mful to the
2 germination of the seed or to the growth of the vegetation.
3 7. Soil Retention Blanlcet
4 a. "Curlex I" fi•om American �xcelsior, 900 Ave. H East, Post Office Box 5624,
5 Arlington, Texas 76001, 1-800-777-SOIL or approved equal,
6
7 2.3 ACC�SSORIES [NOT USED]
8 2.4 SOURCE QUALITY CONTROL [NOT USED]
9 PART 3- EX�CUTION [NOT USED]
10 3.1 INSTALLERS [NOT USED]
11 3.2 EXAMINATION [NOT US�D]
12 3.3 PREPARATION
13 A. Surface Preparation: clear surface of all material including:
14 1. Stumps, stones, and other objects larger tllan one inch.
15 2. Roots, brush, wire, stakes, etc.
16 3, Any objects that may interfere with seeding or maintenance.
17 B. Tilling
18 l. Compacted ai•eas: 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 h•ees: 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 fi•eeze date in the spring and 6 weeks prior to the
28 average first fi•eeze 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 £ 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 HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
329213-6
HYDROMULCHING, SEEDING AND SODDING
Page 6 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
3. Watei•ing and Finishing
a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary
metering / irrigation, water trucl< or by any other method necessary to achieve
an acceptable stand of turf as de�ned in 3.13.B.
b. Thoroughly water sod immediately after planted.
c, Water until established.
d. Generally, an amouilt of water that is equal to tl�e average aniount of rainfall
plus one half inch per week should be applied until accepted. If applicable,
plant large areas by irrigation zones to ensure areas are watered as soon as they
are planted,
B. Seeding
1. General
a. Seed only those areas indicated on the plans and areas disttubed by
construction.
b. Marlc each area to be seeded in the field prior to seeding for City approval.
2. Broadcast Seeding
a. Broadcast seed in two directions at i•ight angles to each other.
b. Harrow or rake lightly to cover seed.
c. Never cover seed with more soil than twice its diameter.
d. Foi• wildflower plantings;
1) scalp existing grasses to one incl�.
2) remove grass clippings, so seed can make contact with the soil.
3. Mechanically Seeding (Drilling):
a. Unifoi•mly distribute seed over the areas shown on the plans oi• as directed.
b. All varieties of seed and fertilizer may be distributed at the same time provided
that each component is tulifoi•mly applied at the specified rate.
c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
drill.
d. Di•ill on the contom• of slopes
e. After planting roll with a roller integral to the seed drill, or a corrugated roller
of the "Cultipacker" type.
f. Roll slope areas on the contour.
4. Hydromulching
a, Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
1) Mixture is uniformly suspended to form a homogenous slurry.
2) Mixture forms a blotter-lilce ground cover impregnated uniforinly with
gcass seed.
3) Mixture is applied within thirty (30) minutes after placed in the equipment.
b, Placing
1) Uniformly distribute in the quantity specified over the areas shown ou the
plans or as directed.
5, Fertilizing: uniformly apply fei-tilizer over seeded area.
6. Watering
a. Fw•nish water by means of temporary metering / irrigation, water truck or by
any other method necessary to achieve an acceptable stand of turf as defined in
3.13.B.
b. Water soil to a miniinum depth of 4 inches within forty eight hours of seeding.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
329213-7
I-IYDROMULCHING, SEEDING AND SODDING
Page 7 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
c. Water as direct by the City at least twice daily for 14 days after seeding in such
a manner as to prevent washing of the slopes or dislodgement of the seed.
d. Water until final acceptance.
e. Generally, an amount of water that is equal to the average amount of rainfall
plus one half inch per week should be applied until accepted.
3.5 [R�PAIR]/ [RESTORATION] [NOT USED]
3.6 12E-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT US�D]
3.8 SYST�M STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
3.10 CL�ANING [NOT USED]
3.11 CLOS�OUT ACTIVITIES
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. Blocic Sodding
1. Water and mow sod wltil completion and final acceptance of the Project or as
directed by the City.
2. Sod shall not be considered finally accepted until the sod has started to peg down
(roots giowing into the soil) and is fi•ee from dead blocks of sod.
B. Seeding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City,
2. Maintain the seeded area until each of the following is achieved:
a. Vegetation is evenly distributed.
b. Vegetation is fi•ee from bare areas.
3. Turf will be accepted once fully established.
a. Seeded area must have 100 percent growth to a height of three inches with one
mow cycle performed by the CONTRACTOR prior to consideration of
acceptance by ihe City.
30 C. Rejection
31 1. City may reject block sod or seeded area on the basis of weed populations.
32 3.14 ATTACHMENTS [NOT USED]
33
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
34
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
33 OS 14 - 1
ADJUSTING MANHOLES, INLGTS, VALVE BOXES, AND OTHER STRUCTURES TO GFtADE
Page 1 of 6
1
2
3
S�CTION 33 05 14
ADJUSTING MANHOL�S, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
GRADE
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Tncludes:
7 1. Vertical adjustmeuts to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous struchu�es to a new grade
9 B. Deviations fi•om this City of Fort Worth Standard Specification
10 1, None.
11
12
13
14
15
16
17
18
19
20
21
22
23 1.2
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 33 OS 10 — Utility Trench Excavation, Embedment and Backfill
4. Section 33 OS 13 — Frame, Covei• and Grade Rings
5. Section 33 39 10 — Cast-in-Place Concrete Manholes
6. Section 33 39 20 — Precast Conci�ete Manholes
7. Section 33 12 20 — Resilient Seated Gate Valve
8. Section 33 12 21 — AWWA Rubber-Seated Butterfly Valve
9. Section 33 04 11 — Corrosion Control Test Station
10. Section 33 04 12 — Magnesium Anode Cathodic Protection
PRIC� AND PAYMENT PROC�DURES
A. Measurement and Payment
1. Manhole — Minor Adjustment
a. Measurement
1) Measurement for this Item shall be per eac(i adjustment using only grade
rings or other minor adjustment devices to a grade specified ou the
Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Itein will be paid for at the unit price bid per each "Manhole Adjusttnent,
Minor" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Grade rings or other adjustment device
6) Furnisliing, placing and compaction of embedment and bacicfill
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
33 OS 14 - 2
ADJUSTtNG MANHOLES, INL�TS, VALVE BOXES, AND OTHER STRUCTURES TO GRAD�
Page 2 of 6
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
7
3.
7) Clean-up
Manhole - Major Adjustment
a, Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to manhole to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Ttem will be paid for at the unit price bid per each "Manhole Adjustment,
Major" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications, grade rings or other adjustment device
6) Furnishing, placing and compaction of embedment and back�ll
7) Clean-up
Inlet
a. Measurement
1) Measurement for this Item shall be per each adjust►nent requiring structural
modifications to inlet to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Inlet Adjustment"
completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
6) Furnishing, placing and compaction of embedment and bacic�ll
7) Clean-up
4. Valve Box
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specified
on the Drawings.
b. Payment
1) The work performed and the materials fm•nished in accor•dance with this
Item will be paid for at the unit price bid per each "Valve Box Adjustment"
completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 20I 1
HMAC SURFACE OVERLAY (2013-5)
02098
33OS 14-3
ADNSTING MANHOL�S, INLETS, VALVE BOXES, AND OTHER STRUCI'URES TO GIZADE
P�ge 3 of 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
�
6
7
Catl�odic Protection Test Station
a. Measucement
1) Measurement for this Item shall be per each adjustment to a grade specifed
on the Drawings.
b. Payment
1) The work performed and the materials fiu•nished in accordance with this
Item will be paid for at the unit price bid per each "Cathodic Protection
Test Station Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjushnent device
6) Furnishiiig, placing ai�d coinpaction of embedment and backf'ill
7) Cleau-up
Fire Hydrant
a. Measurement
1) Measureinent for this Item shall be per each adjustment requiring stem
extensions to meet a grade specified by the Drawings.
b. Payment
1) The worlc performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Fire Hydrant Stem
Extension" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment materials
6) Furnishing, placing and compaction of embedment and back�ll
7) Clean-up
Miscellaneous Structure
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to said structure to a grade specified on the Di•awings.
b. Pay►nent
1) The worlc performed and the rnaterials furnished in accordailce with this
Item will be paid for at the unit price bid per each "Miscellaneous Structure
Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
6) Furnishing, placing and compaction of embedment and backiill
d. Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
33 OS 14 - 4
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 4 of 6
1 1.3 IZEF�RENCES
2 A. Reference Standards
3 1. Reference standards cited in this Speciiication refer to the cm•rent 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, Pai�t I, Chapter 217, Subcl�apter C, Rule 217.55 — Manholes and
8 Related Structures.
9 1.4 ADMINISTRATIVE R�QUIREM�NTS [NOT USED]
l0 1.5 SUBMITTALS [NOT US�D]
ll 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
12 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE [NOT USED]
15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
16 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
17 1.12 WARRANTY [NOT USED]
18 PART 2 - PRODUCTS
19 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT US�D]
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 OS 13.
27 D. Frame and Cover
28 l. See Section 33 OS 13.
29 E. Bacicfill material
30 1. See Section 33 OS 10.
31 F. Water valve box extension
32 1. See Section 33 12 20.
33 G. Corrosion Protection Test Station
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
33OS 14-5
ADJUSTING MANHOLES, INLGTS, VALVE BOXES, AND OTHER STRUCTUR�S TO GRADG
Page 5 of 6
1 l. See Section 33 04 1 l.
2 H. Cast-in-Place Concrete Manholes
3 1. See Section 33 39 10.
4 I. Precast Concrete Manholes
5 l. See Sectioi� 33 39 20.
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURC� QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT US�D]
10 3.2 EXAMINATION
11 A. Verification of Conditions
12 1. Examine existing stcucture to be adjusted, for damage or defects that may affect
13 grade adjusttnent.
14 a. Report issue to City for consideration before beginning adjustment.
15 3.3 PItEPARATION
16 A. Grade Verification
17 1. On majoi• adjustments confirm any grade change »oted on Drawings is consistent
18 with field measui•emeilts.
19 a. If not, coordinate with City to verify final grade Uefore beginning adjustment.
20 3.4 ADJUSTM�NT
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
A. Manholes, Inlets, and Miscellaneous Structures
1. On any sanitaiy sewer adjustment ►•eplace 24-inch fi•ame and cover assembly with
30-inch fi�ame and cover assembly per TCEQ requii•ement.
2. On manhole major adjustments, inlets and miscellaneous structures protect the
bottom using wood forms shaped to fit so that no debris b(ocks the invert or the
inlet or outlet piping in during adjustnlents.
a. Do not use any more than a 2-piece bottom,
3. Do not extend chimney po��tion of the manhole beyond 24 inches.
4. Use the least number of grade rings necessaiy to meet required grade.
a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch
rings.
B. Valve Boxes
1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
the Drawings.
C. Backfill and Grading
1. Backfill area of excavation surrounding each adjustment in accot�dance to Section
33 OS 10.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
33OS14-6
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 6 of 6
1
2
3
4
5
6
7
8
9
10
11
12
3.5 It�PAIR / I2ESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT US�D]
3.8 SYST�M STARTUP [NOT US�D]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT US�D]
3.11 CLOS�OUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANCE [NOT USED)
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
33OS17-1
CONCRETE COLLARS
Page I of 3
1
2
S�CTION 33 OS 17
CONCRETE COLLARS
3 PART1- G�N�RAL
4 l.l SUMMARY
5 A. Seciion Iucludes:
6 1. Concrete Collais for Manholes
7 2. TI7ds Ircnr is i��zterrde��fi�r� use h� c�,s��h�rli,s°�F°e:eLs c7r���1 i,rriini�»�ovc�c� ��arc��7,s — raol�,fi�r ��,se
8 i�t cr�rrcretc� ,str��.�els,
9 B, Deviations fi•om this City of Fort Worth Standard Specification
10 1. None.
11
12
13
14
15
16
17
C. Related Speci�cation Sections include but are not uecessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Coutract
2. Division 1— General Requii•ements
3. Section 03 30 00 — Cast-In-Place Concrete
4. Section 03 80 00 — Modifications to Existing Concrete Structures
5. Section 33 O5 13 — Frame, Cover, and Grade Rings
18 1.2 PRIC� AND PAYMENT PROCEDURES
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
A. Measurement and Payment
1. Manhole
a. Measurement
1) Measurement for this Item shall be per each,
b. Payment
1) The work performed and the materials furnished in accocdance with this
Item shall be paid for at the unit price bid per each "Concrete Collar"
installed.
c. The price bid will include:
1) Concrete Collar
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Pavement removal
8) Hauling
9) Disposal of excess material
10) Placement and compaction of backfill
11) Clean-up
12) Additional pavement around perimeter of concrete collar as required for
rim adjustment on existing manhole.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OV�RLAY (2013-5)
02098
33 OS 17 - 2
CONCtt�'PE COLLARS
Page 2 of 3
1 1.3 I2�I+ER�NCES
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 tliis
5 Specification, unless a date is specifically cited.
6 2. ASTM International (ASTM):
7 a. D4258, Standard Practice for Surface Cleaning Conci•ete for Coating.
8 b. D4259, Standard Practice for Abrading Concrete.
9 1.4 ADMINISTRATIVE R�QUIREMENTS [NOT US�D]
10 1.5 SUBMITTALS [NOT US�D]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USED)
13 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT US�D]
14 1.9 QUALITY ASSURANC� [NOT USED]
15 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WARRANTY [NOT US�D]
18 PART 2 - PRODUCTS
19 2.1 OWN�R-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
20 2.2 �QUIl'MENT, PRODUCT TYPES, MATERTALS
21 A. Materials
22 1. Concrete — Conform to Section 03 30 00,
23 2. Reinforcing Steel — Conform to Section 03 21 00.
24 3. Frame and Cover — Conform to Section 33 OS 13.
25 4. Grade Ring — Conform to Section 33 OS 13.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION
31 A, Evaluation and Assessment
32 1. Verify lines and grades are in accordance to the Drawings.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised December 20, 2012
33OS17-3
CONCRETE COLLARS
Page 3 of 3
1 3.3 PREPARA.TION [NOT US]CD]
2 3.4 INSTALLATION
3 A. Final Rim Elevation
4 1. Install concrete grade rings for height adjustment.
5 a. Construct grade ring on load bearing shoulder of manhole.
6 b. Use sealant between cings as shown on Drawings.
7 2. Set frame on top of manho(e or grade rings using continuous water sealant.
8 3. Remove debris, stones and dirt to ensui•e a watertight seal.
9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the
10 final surface elevation of the manhole frame.
11 3.5 I2�PAIR / I2�STORATION [NOT USED]
12 3.6 It�-INSTALLATION [NOT USED]
13 3.7 FI�LD QUALITY CONTROL [NOT US�DJ
14 3.8 SYST�M STARTUP [NOT USED]
15 3.9 ADJUSTING [NOT USED]
16 3.10 CLEANING [NOT US�D]
17 3.11 CLOSEOUT ACTIVITI�S [NOT USED]
18 3.12 PROTECTION [NOT USED]
19 3.13 MAINTENANC� [NOT USED]
20 3.14 ATTAC�IMENTS [NOT USED]
21
��a
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.1.A.2 — Blue text added to clarify where concrete co(lars are to be installed,
23
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised December 20, 2012
1
2
3 PART1- GEN�RAL
SECTION 34 71 13
TRAFFIC CONTROL
4 1.1 SUMMARY
5 A. Section Includes:
' 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
7 B. Deviations fi�om this City of Fort Worth Standard Specification
8 1, None.
�
12 1.2
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
347113-1
TRAFFiC CONTROL
Page 1 of 5
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Foi•ms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDUR�S
A. Measurement and Payment
1. Installation of Traffic Control Devices
a. Measurement
1) Measurement for Traffic Control Devices shall be per month for the Project
duration.
a) A month is de�ned as 30 calendar days.
b. Payment
1) The work performed and materials furnished in accordance with this Ttem
and measured as provided undei• "Measurement" shall be paid for at the
unit price bid for "Traffic Control".
c. The price bid shall include:
1) Traffic Conh�ol implementation
2) Installation
3) Maintenance
4) Adjustments
5) Replacements
6) Removal
2. Portable Message Signs
a. Measurement
1) Measurement for this Item shall be per week for the duration of use.
b. Payment
1) The work performed and materials fu��iished in accordance to this Item and
measured as provided under "Measurement" shall be paid for at the unit
price bid per week for "Portable Message Sign" rental.
c. The price bid shall include:
1) Delivery of Portable Message Sign to Site
2) Message updating
3) Sign movement throughout construction
4) Return of the Portable Message Sign post-construction
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
347( 13-2
TRAFFIC CONTROL
Page 2 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
3. Preparation of Traffic Control Plan Details
a. Measurement
1) Measurement for this Itein is per each Ti•af�c Control Detail prepared.
b. Payment
1) The work performed and matei•ials fw�nished in accordance with this Item
shall be paid for at the unit price bid per each "Trafiic Control Detail"
prepared.
c. The price bid shall include:
1) Preparing the Traffic Control Plan Details
2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
(TMUTCD)
3) Obtaining the signatur•e a�id seal of a licensed Texas Professional Engineer
4) Incorporation of City comments
14 1.3 REFERENCES
15 A. Reference Standai•ds
16
17
18
19
20
21
22
1. Reference standards cited in this Speci�cation refer to the current refereuce
standard published at the time of the latest revision date logged at the end of this
Speci�cation, unless a date is specifically cited.
2, Texas Matnial on Uniform Traffic Contcol Devices (TMUTCD),
3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
Transpoi•tation, Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIVE 12�QUII2EM�NTS
24
25
26
27
28
29
A. Coordination
1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to
implementing Traffic Control within 500 feet of a ti•affic signal.
B. Sequenciug
Any deviations to the Traffic Control Plan included in the Drawings must be �rst
approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Provide the City with a cui•rent list of qualified flaggers before beginning flagging
32 activities. Use only flaggers on the qualified list.
33 B. Obtain a Street Use Per•mit fi•om the Stceet Management Section of the Traf�c
34 Engineering Division, 311 W. 10`�' Street. The Traf�ic Control Plan (TCP) foi• 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 requii•ed by the Drawings or
40 Specifications. The Contractor will be responsible for having a licensed Texas
41 Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (20(3-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
34 71 l3 - 3
TRArPIC 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 US�D]
5 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
6 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D)
7 1.9 QUALITY ASSURANC� [NOT US�D]
8 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT US�D]
9 1.11 FI�LD [SIT�] CONDITIONS [NOT US�D]
10 1.12 WARRANTY [NOT USED]
ll PART 2 - PRODUCTS
12 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLI�D PRODUCTS [NOT USED]
13 2.2 ASSEMBLI�S 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 Coinpliant 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 ACC�SSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL [NOT USED)
26 PART 3 - EXECUTION
27 3.1 EXAMINATION [NOT USED]
28 3.2 PREPARATION
29 A. Protection of In-Place Conditions
30 1. Protect existing traffic signal equipment.
31 3.3 INSTALLATION
32 A. Follow the Traffic Control Plan (TCP) and install Traf�c Control Devices as shown on
33 the Drawings and as directed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July 1, 2011
34 71 13 - 4
TRAPPIC CONTROL
Page 4 of 5
B. Install Tra�c Control Devices straight and plumb.
2 C. Do not malce changes to the location of any device or iinplement airy other changes to
3 the Traffic Control Plan without the approval of the Engineer.
4 L Minor adjustn�ents to meet �eld constructability aud visibility are allowed.
5 D. Maintain Traffic Conti•ol Devices by taking corrective action as soon as possible.
6 1. Corrective action includes but is not liinited 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 eharacteristics meet requiremeirts during darkness and rain.
10 E. If the Inspector discovers that the Contractor has failed to comply with applicable fedei•al
11 and state laws (by failing to fi�rnish the necessaiy flagmeii, warning devices, barricades,
12 lights, signs, or otl�er precautionaiy measures for the protection of persons oc property), the
13 Inspector may order such additional pi•ecautionary measures be taken to pi•otect peisons
14 and property.
15 F. Subject to the approval of the Inspector, portions of this Pcoject, which are not affected by
16 or in conflict with the proposed method of handling traffic or utility adjustments, can be
17 constiucted duri�ig any phase.
18 G. Barricades and sig�is shall be placed iu such a manner as to not interfere with the sight
19 distance of drivers entering the highway fi�om di•iveways or side streets.
20 H. To facilitate shifting, barcicades and signs used in lane c(osures or traffic staging may
21 be erected and mounted on portable suppot•ts.
22 1, The suppoi�t design is subject to the approval of the Engineer.
23
24
25
26
27
28
29
30
31
32
33
34
I. Lane closures shall be in accordance with the approved Traffic Control Plans.
J. If at auy time the existing h�affic signals becoine inoperable as a result of construction
operations, the Contractor shall provide portable stop signs with 2 orange flags, as
approved by the Engineer, to be used for Traffic Conti•ol.
IC, Flaggers
1. Provide a Contractor representative who has been cei•tified as a flagging instcuctor
through courses offered by the Texas Engineering Extension Seivice, the American
Traf�c Safety Services Association, the National Safety Comlcil, or other approved
organizations.
a. Provide the certificate indicating couise completion when requested.
b. This representative is responsible for training and assuring that all flaggers are
qualified to perform flagging duties.
35 2.
36
37 3.
38 4.
39
40 5.
41
42
43
A qualified flagger must be independently cei-tified by 1 of the organizations listed
above or trained by the Contractor's certified flagging instructor.
Flaggers must be courteous and able to effectively communicate with the public,
When directing traffic, flaggers must use standard attire, flags, signs, and signals
and follow the flagging procedm�es set forth in the TMUTCD.
Provide and maintain flaggers at such points and for such periods of time as may be
required to provide for the safety and convenience of public travel and Contractor's
personnel, and as shown on the Drawings or as directed by the Engineer.
a. These flaggers shall be located at each end of the lane closure.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2013-5)
02098
34 71 13 - 5
TRAPFIC CONTROL
Page 5 of 5
1 L, Removal
2 1. Upon completion of Worlc, remove fi•om the Site all barricades, signs, cones, lights
3 and other Traffic Control Devices used for work-zone traf�c handling in a timely
4 manner, unless otherwise shown on the Drawings.
5 3.4 REPAIR / It�STORATION [NOT US�D]
6 3.5 RE-INSTALLATION [NOT USED)
7 3.6 FI�LD [oR] SITE QUALITY CONTROL [NOT US�D]
8 3.7 SYSTEM STARTUP [NOT US�DJ
9 3.8 ADJUSTING [NOT USED]
10 3.9 CLEANING [NOT USED]
i l 3.10 CLOSEOUT ACTIVITIES [NOT USED]
12 3.11 PROTECTION [NOT USED]
13 3.12 MAINTENANC� [NOT USED]
14 3.13 ATTACHMENTS [NOT USED]
15 �ND OF SECTION
16
17
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-5)
02098
999900- 1
SPECIAL T�CI-INICAL SP�CIFICATIONS
Page I of 1
9999.0001 MISC�LLANEOUS CONSTRUCTION - CONTINGENCY ACCOUNT
Contingency Account shall consist of miscellaneous construction and other non-
subsidiaiy items requested for construction by the City of Fort Worth and at the direction
of the Project Engineer. The payment to the Conh•actor for miscellaneous construction
shall be the actual cost of the worlc plus 10% to cover the cost of overhead incurred by
the Contractor in handling the construction.
SPECIAL TECHNICAL SPECIFICATIONS HMAC SURFACE OVERLAY (2013-5)
March 6, 2013 City Project No. 02098
' APP�NDIX
GC-4A1 Availability ofLands: 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 Enterpi•ise Compliance: Included
GC-6.07 Wage Rates: Included
GC-6.09 Permits and Utilities: N/A
GC-6.24 Nondiscrimination: "None"
GR-01 60 00 Product Requirements: N/A
SP-01 Special Provisions: Included
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-5)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098
Revised July I, 201 I
II
. t � ' ''
�_Business }Support T
; : , 'i�
" ' �''� . ,�RAN$P,�JRJ'A �V AND PUBLIG WORKS =, � '
; ,.� --"—`_� -- ` i =BUSIN�SS�uPPOjt� �IVIS7]I � i�._ _a `'��~',.'F�..
.. .•Y-�?`�:Ci�°.�y,tin,�'ih •µ-ti:ta� .S�'�`+��:.�. .�..s.K�ii:tr..2��1''"':.'tia�1._�`F�<; ^ �.,s.�.' 4� �.},a'����Nti r �...."'.�r'
�
MBE REQUIRED DOCUMENTATION RECEIPT
, Official date and time
Bid Date: /" `��L �. / ��/ �
Pr 'ec N ( V �"� l'l C�d � v�� '�� /'" �� �/ (�'��
o� t ame
Project Manager:
Forms Submitted Bv:
Name.
���- 4���'/�.��/'��
Company:
� � c������
rms � ceivea � :
_ " �'� 0��
- - (��
i��
FC� R�' t� RT H
FORT WORTH Cifiy of Fort Worth
ATTACHMENTIA
Page 1 of 4
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
JLB Contracting, LLC
PROJECT NAME: M/W/DBE X NON-M/W/DBE
HMAC 2013-5 Mill & Overlay BID DATE
March 28, 2073
City's MBE Project Goal: Prime's MBE Project Utilization: PROJECT NUMBER
0209l�'
15% 16.18%
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non-responsive to bid specifications
MgEs listed toward meeting the project goal must be tocated in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant Datlas Denton Johnson Parker and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
L�1
u
1J
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.
Cl � �
FORT WORTN ATTACHMENT 1A
Page 2 of 4
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 onl certified MBEs will be counted to meet an MBE oal.
Certification N Detail Detail
(check one) o Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER T n
Company Name i
Address e M W S M
Telephone/Fax r B B B W
E E E B
E
Atco Construction, Inc. 1 X Haul HMAC to $54,180
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
J-R Transport
721 111 th St,
Arlington, TX 76011
817-635-0600
Cowboy Trucking
5812 Whispering Cedar
Drive
Dallas, TX 75236
Southern Asphalt
3632 Lawnwood Street
Fort Worth, TX 76111
Reeder Distributors, Inc
5450 Wilbarger St.
Fort Worth, Tx 76119
pro�ect
X Concrete
supplier to MSU
Ind
1 X Haul raw
material to plant
site
X
11
X
IX
Haul milled
HMAC from
project for
Dustrol
$105,300
$52,185
$5,362
Liquid Asphalt � $160,722
I Fuel
I $46,784
� .-� �
FORT�O�TH
�
ATTACHMENT1A
Page 3 of 4
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 onl certified MBEs will be counted to meet an MBE oal.
Certification N Detail Detail
(check one) ° Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER T n
Company Name i
Address e M W S M
Telephone/Fax � B B B W
E E E B
E
MSU Industries 1 X Miscellaneous $466,768
1725 Ashland Ave Concrete Sub
Fort Worth, Texas 76107 (Inlets, Sidewalk,
817-797-6280 C&G, etc.)
817-924-0284
Dustrol Incorporated 1 X Milling Sub $31,124
2925 Hwy 114
Roanoke, Texas 76262
817-491-3603
817-491-2354
TXI 1 X Raw Aggregate $46,183
1341 West Mockingbird Supplier &
Lane Cement
Dallas, TX 75247-6913 Supplier
u
1_�
04-o<<-�i� ��i�:rs
ATTACNMENTIA
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppiiers $217,027
Total Dollar Amount of Non-MBE Subcontractors/Suppiiers $751,581
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $968,608
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 o
Change/Addiiion. 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 less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror
and debarment from participating in City work for a period of time not less than one (1) year.
��
..r
Authorized Signature
President
Title
JLB Corrtracting, LLC
Company Name
PO Box 24131
Address
FoR Worth, Texas
City/State/Zip
Sam Davis
Printed Signature
Contact NamelTitle (if different)
817-261-2991 817-261-3044
Telephone and/or Fax
sdavis@jl bcontracti ng.com
E-mail Address
Apri14, 2013
Date
� ;i ,) . �i ;' �( , � i
I-�EA'V'� & �ZG�VVAY CONSTR�(.7CTIi�N
�'REVA.�L�NG WAGE RA'TES 2008
Air Too1 Operator
Asphalt Dish�ibutor Operator
As�halt Paving Machin� Operator
Asphalt Raker
Asphalt Shoveler
Batching Plani Wei�her
Broom or Sweeper Operatar �
�ulldozer Operator
Cai•penter
Concrete Finisher, l'aving �
Cancrete Finisher, Structures
Concrete Paving Curbitag Machine Opea•ator
Concrete Paving Finishi��g Macl�ine Operatoz�
Concrete Paving Joint Sealer Opez�ator
Concreta paving Saw Operator
Concrete Paving Spreader Operator
Concrete Rubber
Crane, Glamshell, Backhoe, Derrick, Dz•agline, Shovel
Electrician
Flagger �
�'ox•m BuildarlSetter, Structures
Form Setter, Paving & Cu►'b
�'oundation Dril] �perator, Ca•awler Maunted
Foundation Drill O�erator, Truck Mounted
�ront End 1,oadei• Operator
Mechanic
Milling Machine Operator, Fine Gr�
Mixer Operator
Motor Grader Operator, �ine Grade
Motor Grader O��eraYar, Rou�h
Oilei•
1'ainter, Structures
Pavement Marking Machina Operat
Reinforcing Steel Setter, Paving
Reinfarcing Steel Setter, Structut�e
Raller Operator, Pneumatic, Self-Propelled
Roller Operator, Steel Wheel, �'lat Wheel/Tamping
Roller Operator, Steel Wheel, Alant Mix 1'avement
Scraper O�erator
Servicer
Slip Tarm Machine Operator
Sp�•eader �ax O�erator �
Tractor Operator, CrawIer Type
Ta•actor Operatar, Pi�eumatic
Traveling Mixer Operator
Truck Driver, Lowboy-Float
Trucic Driver, Single Axle, S-Ieavy
Trucic Driver, Single Axle, T.ight
Truck Driver, Tandem Axle, Semi-'I'railer
Truck Driver, Transit-Mix
Wagon Drill, Borin� Machine, Post Hole Da•iller O
Welder
Work Zone Ba�•icada Servicex•
$10.06
�13.99
$12�78
$11.01
$ &.80
$14.15
$ 9.88
$13,22
$12.$0
$12.85
$13,2'1
$12.00
$]3,63
$12.50
9�13,56
$14,50
$10.61
$14.12
$18,12
$ 3,43
$11.63
$11,83
$13.67
$16.30
$12.62
$ 9.18
� 10.65
$Ib.97
$11.83
$11,58
$ l 5,20
$la.so
�la.�s
���,i7
$10,04
$1 I .0�
$14,86
$16.29
$11,07
$ l 0.92
$11.28
$11.42
$t2,32
$12.33
$10.92
$12,G0
$12,91
$12.03
$14,93
$11.47
$10.91
$11.75
$12.08
$14,Od
$13,57
$10.09
2008 PREVAI�ING WAG� �tAT�S
CONSTRUCTION INl7U5TRY
SPECTAL PROVISIONS
Page 1 of 2
32 13 20 — Concrete Driveways: Contractor sl�all backfili around the driveway within five (5)
working days fi•om pouring the driveway; if the cont��actor fails to complete the backfill within five
(5) worlcing days, a$100 dollars liquidated damage will be assessed per block per day.
32 13 20 — Sidewalks: Contractor shall back�ill around the sidewall< within five (5) working days
fi�om potu�ing the sidewalk; if the conh�actor fails to complete the back�ll 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
fi�om pouring the ramp; if the contractor fails to complete the bacicfill within five (5) working days, a
$100 dollars liquidated damage will be assessed pei• 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 dollai•s liquidated damage will be assessed per blocic per
day.
32 16 13 - Concrete Valley Gutters: Work shall ba completed on each half within five (5) working
days; if the contractor fails to complete the worl< on each half within five (5) working days, a$100
dollais 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 fi•om 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 fi•om the day of completing
the asphalt overlay on any street; if the contractor fails to install the speed cushions within the 10
days, a$100 dollars liquidated damage will be assessed per each per day.
33 OS 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Sh�uctures: Contractor shall
complete the adjustments within five (5) working days fi�om the day of completing the asphalt
overlay on any street and the street shall be open to traffic within 10 working days; if the contractor
" ! HMAC SURFACE OVERLAY (2013-5)
02098
Page 2 of 2
fails to install tl�e speed cushions within the 10 days, a$100 dollars liquidated damage will be
assessed per each appurtenance per day.
32 17 23 — Painting Curb Addresses: : Painting sl�all be eompleted within 10 working days fronl the
day of completing the asphalt ovei•lay on any street; if the contractor fails to complete the worlc
within the 10 days, a$100 dollars liquidated damage will be assessed per block per day.
32 92 13 — Blocic Sod; Contractor shall complete the replacement within 10 workiug days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding
within tlle 10 days, a$100 dollars liquidated damage will be assessed per block per day.
32 12 16 - Asphalt Paving: Within five (5) working days fi�om the day of completing the pavement
pulverization process, Po�tland Cement shall be applied to the pulverized material. The contractor
shall complete micro-cracking, priming and overlaying of the modified sh�eet within five (5) working
days fi•om modification. Failure to complete this work within the specified time, $100 liquidated
damage will be assesses per day per block.
For Bidlist Items:
No. 6. — Remove / Replace Sidewall<— i•efer to Buzzsaw technical Specification Section No. 02 41 13
and 32 13 20.
No. 2. — Remove / Replace Concrete Ctu�b and Gutter — refer to Buzzsaw technical Specification No.
02 41 15 and 32 16 13.
No, 4. — Remove / Replace Concrete Di•iveway — refer to Buzzsaw technical Specification No.02 41
13 and 32 13 20.
No. 9. — Remove / Replace Existing Ramps — refer to Buzzsaw technical Specification No, 02 41 13
and 32 13 20, and
No. 12. — Remove / Replace Concrete Valley Gutter — refer to Buzzsaw technical Specifcation No.
02 41 15 and 32 16 13.
HMAC SURFACE OVERLAY (2013-5)
02098
Page 1 of 3
Item No. 24:
ROADBOND EN 1 SOIL STABILIZ�R
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 taiget 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 0.00'75 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
infona,roadbondsoil.com.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection fi�om 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.
Appiication 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 talcen in the shade and away from
artifcial 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 (2013-5)
02098
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 ro traffic or objectionable to adjacent property owners.
Slur�y Placing. Sprinlcle the prepared roadway with diluted add-mixture (Roadbond EN 1 or
approved equal) uniformly by tna(cing successive passes over a measured section of the roadway
until the desired quantity of diluted add-tnixture (Roadbond EN 1 or approved equal) is evenly
distributed over the area to be treated. Mix the cequired 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 eaual) 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 sluriy
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add-mixture (Roadbond EN 1 oc approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurry uniformly by rnaking 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 equipinent. Mix until a homogeneous mixture is obtained. Sprinlcle the treated
materials during the miYing 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-slalcing
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 anay 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 houts 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. Deterinine 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.
Ordinaty Compaction. Roll with approved compaction equipment, as directed, Correct
irregularities, depressions, and wealc spots immediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and re-compacting.
HMAC SURFACE OVERLAY (2013-5)
02098
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-120-E, Part IL The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strengtl� in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods,
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specified density and the failing test is no more than 3 Ib. per cubic foot below the speci�ed 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 sprinkiing 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 (2013-5)
02098
• � • , � �:
� 4._�,.
— � �
' . � ��.
4 �„ � _�T
6 �"
�.�
� 3"
3"� ° ;
3„ � ----_i � „
4'- 0" —T
.�.� 3„
2���-� Contractor: �„
„� r r, �
,��,
��„� Scheduled Y@a pletion Date ��„
5„
�"
I FONTS:
FORT WORTH LOGO = CHELTINGHAM 90LD
ALL 07HER LETTERING = AR�AL BOLD
LOGO COIORS;
FORT WORTH - PMS 288
LONGHORN LOGO - PMS 187
LETTERIN(3 - PMS 288 PROJEC T DES�GNA TION SIGN
BACKGROUND - WHITE �iTY Of �ORt '�VQRTH-CCNStRUCTION S'ANpAAp
BORDER-BLUE
���'�+G v0 O�r( 9-10-OI
P�o;ect Spn � 9�5/200d 2�8 OS PM
i
Project Name: NNPIAC Surface Oveorlay ( �
DOE Proj�ct Number:
Mapsco Loca4lon•
� ��� _ � �
�. � . r.
,
�� ,
��. � � , 7 a . � � . �,� �
�.
� � .
�. u . ... � ��
�
� � � ,,, °�
a �
� • � �, .
, _.
� , s �.:
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 residenc� 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 Wor�h Inspector at
Friday between 7:30 a.m. and 4:30 p,m. , Monday-
After 4:30 p.m. and on weekends, call (817) 392-8100.
8tocic Stre•t ProJect
� �._�._ ..
Expected Conatniction Dates
1100 to 1200 Brown Street Yates Avenue to Kelier Springs Paricway From 6-20-08 to 7-4-08
r "r • =. s � �
�r � r . ♦ 'Y ! •
• • � � ;,, t�r
� `A' ,.r„ :f.� �. �.r� '� � ,. ;
�. ,
.„; , . �. ., ,�... .
F: c > a , � � �.. .:- . , �:- �.
� T � �
, ,.: _ I ���. � ^ ` a �
� _ . . v _ � . ,,�. , �. •.,
_ .. , ,. . : ... , . �
�• =
_ , � , � ,, r;� t,. - .�
Como parte del Programa de Mantenimiento de las Cailes d� la Cludad de Fort Worth�
ha sido contratado �para reparar su calle. Durant� �ste
trabajo d� mant�nimiento, habrfi un ti�mpo br�v� en que no tenga acceso a su hogar o
n� ocio. En lo d( esp�ciflcados abajo� v�hlculos no d�b�n estacionars �I la caii .
1"arnbi n, por tavor apague su sist�ma de regar el c�sp�d c�rca d� la call�.
Si tiene alguna p�egunta o concieme, por tavor Ilame al con4ratista a�
S! no resuelve su conci�rne a su satisfaccibn� pu�d� tambi�n Ilamar a la O�cfina de
In�p ccibn de la C(udad de Fort Worth al � d lunes a
vierne� entre (as 7:30 a.m. y 4;30 p,m.
Despu�s de las 4:30 p.m. o en los fines de semena Ilame al (�17) 392-8100.
Limitos Nombn Llmit.s F�cha, d. Constniccibn
De ioaues do Cali• Dv Provfcto p.��tlM� �,��
110a a 1200 Brown Street Yates Avenue a Keller Sp�ing� Parkway De 8-20-08 a 7-4-Od
.�
N4
a�
��
�
� ��
��
s�
�
�
b �
� �
� �
� �.
d
����
����
� U
� � ra
. i � � i
� ` �
� � � � �
�����
__��.
���
'��u
��
�
��
9��
�
��$ ��
�� � �
�����
�
��� �a�
��
p�
���
��
� � ���
�k�
���
�� �
a�$�
���
����
� � r
� �
� g�
a
p �64
C
�
��
�R
��
�C
5a
� ��
�Q ��
$�
,
- ��� ���
�w
�F� iz�
oa
�rc
1_
$�
��
i
ga
3�
�r
i;
�v
a
�
�4
��
1
��
�
0
�
�a
� �€
'� g�
a� x�
Ni �
04 FU
�O 1
w� `
«o
xvry ,c ai Niw ,� .o�
U�
U �3
Z U
Z
O V � Z
w�'��
�<u$
� o -� z
h l. 2
�O � � � ;� 1�-'�.=ll � ( ��i- C _
1I �-J�-y � .. 1 I
(i rt 7c, Y�`*:f D-S�"�-,c.�r�! f��c -*y�'2
Y ���T' y`�' ':��:c}�4�\Z"`�:�. �{�� I����L�.�:
� r Z�
0 7 <�
v' ^Z�" ��� w
F- >
� � < �� Z
�� R '� �� ao Z ao� o
Z � o 0 3 F
4. O � ��N u $`�U U
U � d w
9 0 �v i= o y 9 o U)
� ^ � � ���� �'� �� o
m m oa w
� � �i '*' o a � � �
�� ? � �l �3 '��� d g
�� � a� __ �o � ��
" �' + a �
z N
s�i 'S °- a
'tm�a 3 Z� �+I
f.�
��iw � u
�o� S
<�� �
3
g <�< .s
Nsu
3v�z
' m
U � .
Uz Q
O�
� N
N a
� ��
�
_ �
�
a ��l �.'�.� � r�
� ' i'_ q
a �(�, 6��
N �- � I'_ I �o� ��o
f . _ w vi ,m v�m
/ O� A �<a
T wq m � omK a
C i �<� � u�im
a� �3 � ~
Z Z � •Z V � � U +� !� �I' �
�� Z J 3� g � m 3 -
/ 3 a
u w� y _ O Y
� 7�{ L Z i � > d
o� -' % m S w s�� '- �m ¢ �
�i �`v Z a o< : a Q a N ��;(� �U o�' Q
N �o — Z �i� F � �� -.'io F- z
xN � �} U _
�r � Q Z m m w Q _ I
a W _. `� N Y v� F
X o � J
" Q a
N,� � 1 �T �
.Z, � 1 �
� �
I-,,:, 1 8 � = �!,, _
J � .Y �� �
�
m I� �
uo
o � g �b e b,N
m � ;� o< '"_e
a -�.y� ULD ua
O�
ry �
8
U
p, M.
� o
��
NOTES TO DESIGNER:
1. DETAIL DEFlNES PAY LIMITS OF HMAC TRANSITiON SUBSIDIARY TO THE CONCRETE VAIIEY GUTTER CONSTRUC110N.
JOINTS A
PER
32 13 13—D513 —�
/ — — —
�
A� �
9" HMAC /
TRANSITION
PER SECTION
32 12 16
/
/
/
/ 24" HMAC
/TRANSI110N
PER SECTION
32 12 16
y- �I --
I
/ °o
�
/
`— SEE NOTE 4
VALLEY
PLAN VIEW
• ��
,
�
�■�
�L� �n���
—���t�a�.��.�'—..
s`
MAX OR AS DIRECTED 8Y SEE
= ENGINEER NOTE 4
� , n �j �. " . . � l�.. �
COMPACTEO J '� 8'—O" MIN. --�
SUBGRADE (RESIDENTIAL SIREETS)
(SEE NOTE 2)
SECTION A-A
NOTES:
t. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT NATH 1HE REMAINING
PORTION OF PAVEMENT TO BE CONSiRUCTED iNCLUDING SUBGRADE iREATMENT, IN ACCORDANCE 1MTH iHE TYPICAL
PAVING SECTION.
2. 6" FLEX BASE, IYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS fOR TNE PAVEMENT SECTION.
TYYE D OR TYPE 8 ASPHALT OR PREPARED SUOGRADE MAY 8E USED.
3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT.
4. 9" AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITiONAL HMAC
7RANSIiION BEYOND THESE LIMTS UNDER SEPARATE PAY ITEM fOR NMAC TRANSIiION PER SECTION 32 12 16.
5. GUTTER TO BE SHAPED TO CONFORM YATN CONCRETE VALLEY (OR PAVEMENT).
I
� EXPANSION -
� JOINTS
PER
v�� \ 32 13 13—D513
U�
— — \
�
FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
� �
CONCRETE VALLEY GUTTER 32 16 13-D530
TOP OF CURB
�
a
Qw
. o
�_
oz
w
�
�
�
MUST BE GREATER
WITH LATERA�S
UNDER PAVEMENT
.
�'ri'ri'ri i r
, i�.r�,r�,i�.r�,1,,r
r�SUITABLE MATERIAL/
' �,TAMPED � IN LIFTS/ f f
rr/ �NOT EXCEEDING� r/
/ f� /J/12� LOOSE �f� rj�
�i; fi, �l, �/. �t. �t� r/�
�� .:.
.
1,. i
DIM. 'B'
(TRENCH WIDTH)
SEE TAB�E 1
1'-6" MIN.
�
om
w�
U �
a�
�
III-III-III-I CURB &
I I I=I I I-I i I GUTTER
� � (-� � �=1 I 1=1
���-
� � �—� .
���_
� � �_)
' WASHED ROCK
I ��� PER ITEM 402
— SEE NOTE 1
(�����)
( � (iii� `a�
TAB�E 1
LIMITS OF EXCAVATION
DIM. A DIM. B
2.5' TO 6' t'-7"
6� TO 10� 2�-1'�
10' TO 15' 2'-7"
OVER 15' 3'-1"
NOTES:
1. FIELD INSTALLATION SHAL� BE IN ACCORDANCE WITH STORM WATER DETAIL SD-023.
2. PIPE SNA�L BE: (A) 6" DIAMETER PERFORATED SCNEDULE 40 PVC; (B) 6" DIAMETER
PERFORATED TYPE S(DUAI-WALL) HDPE PIPE PER AASHTO M252; OR, (C) CORRUGATED
PVC PIPE PER ASTM F949. NOTE THAT CORRUGATE� POLYETHYLENE TUBING (ASTM F405)
IS NO LONGER PERMITTED FOR SUBDRAINS.
REVISED: 11-2009
FORT 0 TI�
CITY OF FORT WORTH, TEXAS
: � •
DATE: 08-2006
STR-015
u�
0
�N � O ON M�
o� Q��3 �E- .Wi¢Z O Zw
O�R' ��¢ p � �� N Q W W� O W
aW �¢¢"oo� �v=iz� �?viv°.i
a ZZ � w
�z ���V,MN3 ¢Qo� a�a�
z �
owNZ��o�aa o��+-c=i� aazwF
WF-JIaJ a(n-�V d-' W Z�ZW 4.'JZrUj
zcaiHm3. aN�'? ¢o i va'i �Qa�c�
=ZOQZo�W�wG �W"�'v�ivi�vzi�W�
w—z F.'aaz�l-a ��c90o�SJ�
��WzZpow�O�¢¢p�?��p��i.jW
�a.3Q�Z 1nOJQ�U' 4.Q�OOIi�N.-�
0
Z .= N M �h N
�
�
�
U
�
�
W
>
W
�
�
O
�
d
K
O
V
W
(J
Z
S
�
m
�
Z
�
J
0
�
a v
O H ,
Y W �%���\�/,\'
�.
� � �i+�. '� ' //
.'<
��z'.
� . ..� ._ .-. ..�`�i
� � U
Z�-,—
��i10�
a�Z
N U
h-
��,ZjO
J �
�O
W
�
QN
L 1...
LL
� �
0
w w
a
� �
W
J
LL
�
�
�
�
0
MVl(�i�! � ta1 J�
�-Z3 Ot-U�1� =Z
��O QW-�� j�
2'�'a_ Q
�oa �Z��' 00
Q� wUSid J�
� �wWw oa
¢mom x
� J = a
�
Q W
���
��
zZ
�o
� � Q
Q �
� \
�\\ N
�, • \\ -
. 4 'R � '�,` ��
�, ;.,. :, _
r
¢ o ,� /
�Qo ����„/\ :�\,:i�/
o�r o
U�J WOWF-
�dW zzo m�aa
w ��� � n.
a
z�o W�o Nao�p�
��� QaQ �a�oWo
u=i�� �Q�a�Z
�Qp Q�¢�QV
J � �(n�LJ
� m O W O W O O
U j W� Z� Q
O��QO�
w
m
J �
Q
N �
� W
� Z
O�Q
O Q �
N Q �y
. .r; , ,''� .. Z W O
.i'•
.� •
� - .v
r
, �F ,', ' p' -
.t OO '`
�l . Q'
� _ y. \ .
b� '
_ � ' . t . • . a. . '
N Oa
N �
M �
00 �
O M
�
� �
�
W tYi
� M
�
� �
W �i�
J v
Z
� � Ld.
� � �
� �O Q /LL�
� W V
O � �
Z
Ll. _ �
O = /
U � O
� U
L!J
Q
�
�
�
/�/
;' i
i
/
�'/. ,,
/ '�
/.
�/ �
%
;i %%;
� i� j
i
i
/ j/
' � /
' . i
/�
% �
:
/�
, , `.
EXISTING HMAC
PAVEMENT Z' MIN,
/ � cnP,� �
�� A � .� �• `� •'�i� ,W.� . � �i , �' � � •.
.��� ���`. ' � � .
'.����� ������ ���• ��:� ��sG��y������"�,�l� ��� ��
X"„y '�L �'��tl'.�� f
'. \/ � ' .l`Z; .Y« �c' r +�'%•1��`
1 �
\�� � % �/
\ '���i i j� ,. .
UNOISTllRBED �'., •:
' �EXISTiNC SUBGRADE ��'
TREATED
SUBCRAOE
ACCEPTABIE BACKFlLL � �. �
OR AS REQUIRED 8Y
DRAINNGS PER SEC710N
33 05 10
CONCRETE
COLIAR
:
i :
��� .
� %
�/i
/
/ ,
� /i
��\ `\ ; ; - / �
\�.`.�\ ,�%-,
� .
,, ,,.\`,\,�, ,
�
�\" , '` \.'�' �,' ,
, ,���` \�
, j� �,�; .
,
EXISTINC HMAC � � ��� ��
PAVEMENT
PAVEMENT REPAIR PER
ASPHALT PAVEMENT
FRAIAE AND COVER AS TRENCH REPAIR DETAIIS
INDICATED IN 1HE DRAWINGS AS INOICATED IN THE
ORAWINGS
� / v � �� ��... ����tli II� I WiVl�,i'�,I V�� ; ��;�`
' GROUT PACE r � i �:
tY MAX. SMOOTH (TYP.) � • y�, e•",f;i. `�"' ' ti..L• i�� �i �i,•�
"ry^s.vyt=.�''.4n1 i
•�ft�+�"1.���y�4:'s��'r�i'�''.?,'. i �'i'={;
. .�,.��<•Y ,��' ^.y \\ /
. �
3' MIN. � � / ��
(TYP ) ',` \. .,,',i .. ,
2 ROWS RAM—NEK OR .�\ MANHOLE OR VAULT
E�UIVAIENT (TYP.) ' PER DRAWINCS
SECTION VIEW
1. THIS OETAIL TO 8E USED ONIY N?1ERE
SPECIfIED ON 7HE DRAWINGS IN
COMBINATION `MTH PROPOSED MANHOLE
OR VAUITiN THE SAME IOCATION.
2. IF GRADE RINGS ARE USED, hiEY SHAIL
BE NO LESS THAN 2" TNICK, AND SHALL
NOT EXCEED 12" IN TOTAI HEIGHT. NO
MORE THAN J TOTAL GRAOE RINGS.
SHALL BE At10WED.
3. AIEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOIE/VAUIT �iD
ASSEAIBLY.
o CITY OF FORT WORTN, TEXAS
MANHOLE LID ASSEMBLY - EXISTING
HMAC PAVEMENT (CONE)
REVISED. 08-31-2012
33 05 13-D010
PLAN VIEW PROPOSED HMAC
PAVEMENT REPAIR
s
�r�
� � �
F � .
g��
_�
� r�
•O�
.O
a�[
G
:
�
. �
� �
i � '�
0 0
J � �
M
�s� J
r
�• „_
o �
s
�
■
O
��
�
a
i
b
:r :
�e .,''
�
� ' «-'
�f�
H J r �
� � � '
J
s �
�� s
•
•��' .
„o
..
���
� y 1�
Y r1
r s
��
�.��
8= �:
��;
� �
f � w :
��
1
�
i
d
�
'OYY �0'� �
�s:
� Y
Y � r �
Y
� S � F
M �
~ � R
� � s
a �
e ~ �
w � �
� �_ �
�
r � V �
� ! � •
� � J �
� tl
• r
� !
� � � �
� « : .,
;, �. r
`"" � �
���.
_ � s �
A
�i
�
�
O
�
�
�
1
�
W
a �
. �
�
0
�
S
J
�
s W ►'
�0��
o�ai.
, � o
;z��«
4� �
� �� �
W
J w�
� � !
�
iw
s �i
J
. � �`�
� � •
I
�� Jt
�~
L�
��
�:
*
i�
�
_
7
ti
w
�
�
0
�
�
a
��
: .• y �� .J �
d� � � • �
� � a
:�•� .: ti : • p � °' �w � �
� y s� � ,��� � �
� . � u a.w �
' '' � .ffi �� �� �
w "• u �a� s
x L ~ � ,r a � a
.d � d � s •
b � d
a ; E- r a e-' �
W �• �a�; �aw
. y ��� .9s g �o
• � •• � • w. d � d
d o
1 W
, ' .''•,' •� : , .�. ' A p � O � � t � g � � � •
111�•OLLObt• M�0! 1M 0 �� � ~ � : �,
���g� I .o/s r�itno � o
�+ o�no na•
���od�� �
--\ �-'L���� � e
\�,/� \ � ��„ _ o�: � r:
r�
s ��
�f ; , ' � . � ; •~
• g •W
�`�� � � �
w
� �t „•
1� •/i 4
� � � ''1'�.
� � �
� � � •:,1.
' b I �
\
li ' i � � .
�' Addeadua 3 37
z i'-'
W W U
m
Z�� O ��U'
Q o O� W �� v� � Z
� W ~� �
aw�z o aa ���o
�a�ag� .�� o��Z
�wWaW� ol� zaOm
a��N�W �� ��K��
F-. I � t�
OQWZ��m Om Z�`Qtn
o �.,,, Z 1_ � Z Z� F"
w�'d'����-W,�� UW�Z
� W� � N N� a N M� m� a.
�� W2� m Q W��Z O��p O�
Za�""U�Z��Jat�ilVycW/)OV1
Z�; o�ZOQ`�����>o
� o�� � �' a �-
'�t�oo��-��a�v=iawm
Z .- tY �'") tl' �
rn m
�
in
x
O N w
W N
� m V1 F- I
:- `-' O
� Z
�� X �. Q—
� �3 � �
UOQ �� � `�
, w ao �
� � ��� �a�
Q N �. � r
�' � —
m� mw
M v
� � �1. I I U �
� I � �
' �II�I�I������I�
.. ..--
�i����u■ u�
_ �nn�n�lnii
. �
N
N"i I
N I I U�1
0
I v I
l_
�
� ��
Z WJ U (
_ > O
U � �
t0
U
NZ �_
»8 ,.Ll ,�Z� 9 ./ I
U<>
m
0
(t 310N 335) N
Q �
F-
„L „9t S3RlVA � „9 O
m� .r •r.,• ai
O N , .��, I �
�
. t
v �8 � � � I
� m c0 N �
r�7 y ( �ri' O
.�,.
� • �'��'�:i
WW N �
a v~ N i� W I la.
� O
z a
( ;•; � �, �
� °� . a �a �
M W om � �m Z
K � ��`� a �YJ r
ow I � � � � o vi 3+,`�p�
'' � Q�� � .� � U Z � 'x0 a0Y
NaU � V � �~ Ua^
?a oF- "' �-'�� �«om
pp W la� NC.9m
� ��'� a Z
3 � Q
U Z
O �
�
. �..
� m
�.; i
aQ �
��
�� x
I� � "�.
i�
w� _`
mW 1
O � -j
F- U
�m
Z�
__
O U
� �
W�
Q
m
�
�
U
�
0
a
0
�
„9
„L
1 �
0
N ~ m
� �
Z
NW VI
�Z� CU
O
X U W �
���N
m`.� r- 9
�7� M
�oa x
0
I
M
r
� �
z z
z -
a o
o �
o �
�
a�
�Q
a.
i
i
i
1
1
I
•' w �
z�
3�
O �
�O
�
Q o :..
M W W
� � o v
�W "��
,�! � � :
�W
O
�
OQ
�NB�
_ , __
P�^b^o°fOa1°{ � DETECTABLE WARNINGS
� TVPE c� ��,-�.,�,o.� �, �� � �u�a��
Kdropollknoi �� aP.�i � GENERALNOTES FOR DETECTABLE WARNINGS ����
( nPE A I p�a.dsd , ON SIDEWALK RAMPS (CURB RAMPS) _ l ��� � e���0
�,,�. �+. �l�t,,�_ 4, ` j i. Curb ramps must oontain � detec�aWe waminp atxfaoe tlut oonsistc ot raised truncated dort�es oomplyirq with �� rwun pan bDoraes lo
c o."'!� 4� rt�� x .,, � ; Sedion 4.28 ot fhe Texas AoQesslbility Standards (TAS). The wriaoe mutt oontr�at viwallY ����►D I �.,pedestriwn travel)
� 1 �pro� 6 31: . �, i ,
a.rtw u�w+ I �, �,.n� :.:-�Ra'�p=;-;1 �_ aurfooes, indudirip.ide }teres. Fumiah dark brawn or datk red detsdebie worra� our4�oe sdjaoant bo _•..... •.
a � '" - ��'',. �° ' • � %-'-'�� �" ur�colored oor►aete, unbss elsewhere in fhe ns. T . • • • Side Aare
�- , , �..� , .e.3�� ., :�',__ _�� �� � � "�� ��i�€��i� ,-' ����)
� ;,��:�� , :� ,�o. �; , '•��- "- " .r �: . 2. Detec�We wamirq wrtaaes must be siip nsist�rn and �ot albw waber 6o aocurtx�lrte.
�.,� ,,<� � � ��, ���,',.�:� .s .--� ' � , _
y., , ��-�'L't ' �* �� t, ,� _.-__ . - __� - -_ - --- � ---_-_. -�:- i .
/ ��� --. �rrf' -•'`-" � '�. �t�.� ., _-:._ ,-.:�:.- 3. Nipn truncated domea in the diroction of pedestrian travel when eM�inp the street.
�,, � ;.� ; �`k � � �1 � ; \ "' >- _-- ....... � ---s; ; :--'- - 4. Shaded �rosa ir►dic�te !he approzimne {oc�tion tor the detedabie wamirq wAaoe for each axb rtrnp type. Typical pl�wement d detedable � E" min , Fsoe of
� "!. :. � ^,�,. • • : •! f. � waminp wM�oe o� sbpinG �- 8" max
i /� �., .i.. �'%�' •., � _ . '�y � � ; �,.; y _ - __ - - ,� -, 5. DetedaWe wami suAfoes shali be � minimum.ot 24" in P „ ��
,, � d�asr, i� n,e a�o�, a�►;.� ��+, �rxi mm �m. curb
,, � .� .: •:',;: �� - _- .�_:= =_;--_' -�. --�, _.-„> -`- extend Ihe tull widtt� of the wrb nmp or landinp where the pedestri�n �ooes: route erwers the street DETAIL A
��..` , � `".. I�. � . :. _ .J_�- �- --" 4' � �MIDiOf Q:�t1b�1Q
�.�'. : j 1� �I� :\�.<� v �� --- --- Curb R.mP -' 6. Deteatable w�mirq wrisaea st►�il be {ocated w tlul the �dpe nearest the curb line is � minimum d 8" � a or rwn-w�kinp , .
��.l. �,��� f. , t- ; �., r mm. n,�.� e.aw ���' maximum of 8" from the exlen�lon of the hoe of curb. Oetec�ble wamirq wrfaoea may be curved a4onp the oaner ndius. wrf�oe. .,.,;��� •�, DetecLble
�!. ,1. •�, yy�TH pETECTABLE • FLARES AT 7. The tollowi is m litt ot Cut-In-Pi�oe DetectaWe Wami Nt�terials tnd lheir marxAacAxnrs: .•.• �;;: r� ;,,�mi surtsoe
`'----� \�'� 61DEWALKSSLOf'E � ���� � • •
W�rtNiNG 6uFtFACE �•:tr Mn�t. (r�'Pic��. 7a. Armor Tib (vttrified OdYme{ oort�posite) bY Enpineered Plasfica, inc., WUliarravilb, NY. -=-- -- -.�1 �.- -- -
- DETECTABLE ����►D
WARNING 6URFACE COMBINATION CURB RAMPS 7b. T�ib P�ven (6rod d�y p�vers) by Pine H�il Brick, vu�ns�n-s.bm, Nc. ����
7c. Dete�ble VYaminp Pwer (6red d�y p�vers) by Westem Bridc Co., Howtai� TX. 8.396 _ B.3%
PERPENDICUTAR CURB RAMP ---------- -- -------- _. _ 7d. Terc way �ome-Tile (ooncnete-ba�ed> eY strnr�q G. �ndustries (u.c>, Tuaon, nz.
�� «��, ,-_ 7e. Ca�t-tn-Plax Tile (plass �nd arbon reinforced oomposite) by ADA Sdutions, inc., North Billerica, MA �� ������g
wrrn sae Funee ►ar �w�rr ro Nw�c �� ( TYPE F �y„ N _ . . _ - -- -- - -- • � � 8
L .."___ " . -- . ��d '�0P°n _ . _ -. ------------ 8. The above list ot Detectable Waminp Niatenals or _ - -
NOTE: ALl RAMP6 ARE MIN. 4' WIDE. -- �ir ap(xoved eqwl ahail be t�ed as - --- -- 1 �
---- the Detecvble Wami T I�oement d detectaMe _ Face of
--. .
---_ ------ -- - � \
_. _ - - ... _ . . . __._ R.rro �tdn x �� S�ae � �': ; - �� z �� uiN 1YPE H np wriaoe on �idewaik
�', � Sh�r.d FM�e � • �•I � ) � D� ���W� �0 8" max curb
AVEMENT ��: • u►aaNc axb n aa ahown on the na and wamf wrfaoe on iandl �t g" min
euRe a •L !�'�°i;?. �. : �� :� � or detaiie on m�e at,eet. DETAIL "B��
GllTTER RAMP 4k�' f ' • I • . .. . • �•1 , 1 . �mP _. _ _.. .---.----. _
--- - _ - - - - -- - -"� \�' . '.',' : : : . -' � oi P�yment
- - s�oF,e � �2• uwaNc � - - -----=- � -- --- - � ` ,,, ' SIDEWALK RAMP (CURB RAMP) GENERAL NOTES
__... .__- � Y.._.._ _:: -- - e.a% g� � "�-K %,�'�: ._. �.: `( 1. All siopes �re rtwdmum NlowrMe. The b�sl poasiWe �ope tl►ai wlll stlll draln properiy
1 -- -=-�:i=�*;�: •�., � �,� /t j;,\� ��. •.��' at►ould be wed. Adjutt curb nmp lerpth or pnide d �ppro�d► sidewWks �s d�roded.
( TYPE B _l „ � .. . • ��_T_..,: -.,-•, :T � e• cuze ,;;_� 1.;; ,:•. •,,�: ;,: �� � �l� e� Curte ,� x 4� 2. The minimum sidswalk width k� �'.
`�� e' 61W D . .�•.•', i ti;' "vV.�xw ^;t;: % � uNDING 3. L.�ndinps shall be 4'x 4' minimum wRh a ma�dmum 2!b �bpa I� ��ry diredion.
. ..• . ,... :1• uNE , .., � � � � } -� ' �::;. 4. M�neuv�eri �t the boklom oi airb tt�mps thatl be � minimum of �k 4' wfwlly
�; ��;;; � � 1'.,¢��.y' �
SECTION D-D _ : � �y,�'-�i�> �' � j S.GMIN . ..
REINFORCEMENt' Rr��- �P ��T� , , , Oonlaltled � CroaslNalk �nd wlldly OutildE tl1e pvdll� VeF�fd�lir ftavN path.
AS iN ADJACENT '•� ::.::.:::: s�oPe t:ao \��': ao� 6. Maximum �Ilow�ble aousIop� on �fdew�lk and ourb n�mp wrfaoes b 296.
�� CURB AND Gtm'ER , . T.-----,�- ` �.usH �r�r. �. 8. Curb nmps wtth rotumed airba may be wed oniy where rn wa�ld not normally walk
,�� Rrrip � ,.. . ��,� �awa the hmp, �tther becauee the �dJ�oent surt�oe b rrtlrp or oUier rwr►-w�iklrp wrfeoe
o�c t� i w� d a, ��I \ uwaNG ;.... ..�.'; %-:, : or because the sids a p p t o � c h Is wb�tantlall y obatrucied, Othetwl�e� lfared skies.
o t P+ Y �+� t - 4'x�' S MIN CURB WAItNINO 6lMFACE -� �"1 `� � P�"� _ ���� ' •`' 7. Det�lis on tf►It pt�n apply b�il oonftrudlon or Aoorrtrudion of �� or sidewalks
,.., ti. LANDING - �P y�TM oerEcr� ,� •, e. To serve a� n rehqe �rea, the m�dl�n sha�kf be � minimum d 6' wlde. Medians
•... ,� ) --.-{��-}- COMBINATION CURB RAMPS W� � sr�o�d b° "'d t° p�°"�d°'°°°'Wbt° p"'ao° a"°u�r' e'°"'•
.. ., p.. . ; 4' MNI. MWCUT El(16TtNf3 0. Curb cut nim �ro to be loaitad u ttwvm on the plara or as diroeted by Erqineer.
..; •.. � Cr � -- -- -- -- -- cur�e �o aoew�uc 10. Croswv�lk d mensloru� aw�vraik mtrkl and Nop bu loadloru sMll be �e slwNm
� MMP 6LOPE __ �_�_ -�t '' y USED ONLY wlCITY APPROVAL S`"^�K �I�ew►�e In thep►�m. I►t In�ecdoru�rs awwvs�k rtwtdnps �+e notroquired,
�j�. ''•�.,_. ... �;;; ••. .• ..•.., ctrrb nm �hall bs �ii�wd w#th tl�eorstic�l ao��+u�lka or es dintAed by ttte E Ineer.
,� . . •. T. ... s• s � w o T Y P E E� , � PERPENDICULAR RAMP (�1 FLUSH LANDING -- ��. ��y� �� �t oomply uwth TAs may n�n In plaoe unl�ss ah�nped on�ie aans.
�, .;; ��'; �: ;;� SECTION E-E - ��NE ••; � �/ 12. Ramp� shail be pro�rlcied N ali oortias d W�et kder�edfons whsro tl�ene is
. v.. I �!� �, __ 7 strip if cut tlxouph �ds6np or proposed sidew�lk �nd aarb. Rartps Mr11 �tw be provklsd �t w�lk
\�. `,� 'k; : j R�mp Lfrr�te �"� ?� ------ -. b pnater than 4' fn bnp►h. TYPE J �� i„ �oa� �, a,e wa� a�I�, msdir.d osMxa� �nd sMdiums.
C--_�
�'��' ot P�yment .� ����� �. ��: Otl�srwi�e plaoe ds6e�ble 6 13. to Cie Wope of tl�e ramPmp tt�l.be�� v�rtml�np wA�oe arsas. �S�e�e detal� Ivi A and 8.
-- .� M t� /' v�nml on the �ntiro surf�oe �o�t t A
'/ �r'� ./ � �►' '�n 14. S e p�rate curb r�m p �nd landfnpe irom �dJaoent sfdew�k �nd trty oU� �IaneMs
` CONTRACTION • � � �; ' ?. � CROSSWALK ol Cut tttrouph.--� . �
- JOINT (TYP.) � :' , '� � wlth p�smold of board jdnt of 3/4 " unle�s atlternl�e ditec,ied by the EnQineer,
SAwCUT � p ._ WCUi � ��' �' ;,�''� '' / --__ . -__- _ ��, ` � .�:.� - - � 18. Curbs �ttoNrt�On U►11 sh�se WfU1 nl tl�Nm�tb d�p�yrt��tt�Meboonside�p�tt d the curb
.� ���� ��; .��
CROSSWA�rc � , --L---,- =-J- . ;� ��. �' • � : �~ • .' ( � caoeawuK -�''\.._, �- .'?= hmp {or p�,yment, wFiettier ft ia oorxrete cu�b p�Ater, or oomWned axb and putter.
T ". 1,�'.- �' ':
PtJ�CE ExPANSION JOINT `�.y-.: ----� `-� ------ � N ��.,.: �- �`"���.-��� ..,_•� -- i_ 17. Flaro abpe �II not ucoaed 10lo rtbastxed �orp wrb I�e �nd wf�e►e pedestriens
AT BACK OF CURB UNE - � EXiSTIN6 _- �F �_ NOTE: oouVd nnik �anas the ffmp, then Mvdmixn flope �hill be 1:12. (8.9 !6).
OR AT 6IDEWII�K UNE SECTION F-F ;. . DETECT�B�E �/' ,_ '''''.�_� � 18. SIc�W�lka �II bE ffrtipEd WItePE tl►e d11VlW�y qXb b�Rl�ldod �f0s6 tt1E M�alk.
PAVEMENT e.� ,,.;;;:;;: _���'" ! __ _
...., .�:-'' WARNING SURFACE „ .'`; 4, �/�In�.�. 19. If pOtsibie� drfinl�ge itnx.turts sF►ould nOt be pi�oed fn ik�e WNfi t�mps. LOCstion of ihe
,,,: .: �..
�'••' TYPICAL sYMBOI � IUion aub p.r.rel �` -� � nmps should take over batia� d Ihe drfinape �Cture.
PERPENDICULLAR CURB RAMP (RETURNED CURB) �_; �=--' � �� �iha11 be mat�lned tlwouph the �rea of the ramp. , '
------ "-' ALL RAMPS1lJWDINGS. wfth answ�Yk 20. The nortnal qutter ne
----- ---- -...__.---- --- -_ _ -' �p u� 21. The �dwl Ifmks o( exlatinp curb �nd putter �nd �Idew�lk ahall ba direded by the enpmeer in
- - -- -- --- - -- - - -.. "CROSSWALK -
M Payrrbnt 22 �tr�icd�'on }dtns, axp�nslon }ofnle and sllicone �ealinp st�all be wtnldiery to unft prioe bid
CUT THROUGH AT MEDIAN ISLANDS i� ��►�s �^d rz�mpa•
4Ix�, : �; � FLUSH LANDING �j _
C TYPE C , Min landkq :; . I --------_ - --- ------ _ _ __ _. �CURB 6 RAMP - ------ ---- -- - ------ - 2' rtrlP k aA lhaiph
'• I �- - 1 PAVEMENT ., CTYPE K_, N R'�rMun 1'ti Ma01h. l
tjmtts TYPE D � GUT7ER 8LOPE 1':1Y 4Sc4'
�� - ; ; .., y r�- -----�_ __���.� N ,��., � �: �
�,.
a w1 +frawt,.
4, q�„�p ; � •; • � DETECTABLE R�mp LkNte 4k,' f y�f' "1 / � : .. . , • • ' _'_'� wTCM Cur nstQuoH �
yy� � ��"� ,�,��•�;'�WN2NING6URFACE oiPaymenl �� i•:•-.;-. „_--�-=-=�-""�- � PAv1t�x� �O�te
` \ r...�
c �� / � -��' �� a' 6AND LlNE. _ R�mp Lknks
\` `� • -�: �+ i, � ` 't'� �- ' `r�REINFORCEMENT UNE ' of P�ym�nt
\ ' ,:�I M�t�uv�rkg r % 'ti>�. � ^ � , �/. AS IN ADJACENT t�
\�' %Sr, � i �a� 4' %,' 4' Rart�p �, i/ � . ,. � �. CROSSWALK CURB AND GUTTER " f �'�°
---- � �' �;; • ,� �'0° 'Y., �%/� / � � . TRANSPORTATION AND
�; ,, \ , W� DETECTABLE SECTION G-G � � �'' � c�
� � SMew�lk �., -'��� ' . \ , � y� c,n�a^r"a�cnaq ----- - �'�;.'�r �,:'. �' ' - �"�w�� PUBLIC WORKS DEPARTMENT
i � ; �'V WARt�NG SURFACE �'�
. - ' • • . ; � '� � i � �� ..�'4�I1lUVO(ItlQ � --
� . .. � � . . � 2' rNn. arb ntum -' r,. �' Y' 8 oe 4k 4' _ � \�^ ��, _
� � : : � ' �YpMd Wkh ctoa�Alk \'� �\ � '� � _ � FU1F2E y 4' Mw. PLARE , '�' _ �t' � �, \ � �.
J , • 4. � '' \• 1':12'SLOPE RAMP 1':12'SLOPE �� �ww�lk "'� �' `- BEETYPEB
zh f -----
--- - CROSSWALK .- \, - � ----- _:__ � � -_ -_- _--_ -- �'--_ >> SIDEWALK RAMP DETAILS
sie.v+.xc �:.- _ - `.
�,_�__-_ __.=.
�=�� FLARESA --�-;-_-•; -.- : - ��
_� � 61DEWALK SLOPE ___..___ 4' FORT WORTH, TEXAS
NLY ON RESIDENTiAL TYPE STREETS 1':12' MAX. PICAL). �: : �: � . • '• ,: • • �M�
NOTE: USE O CROSSWALK � � SEC710N H-H 6top Bar on+oM�o�+: arc cN�ucon.
RB RAMP (RETURNED CURB) (TYPICALFiAMPSECTION) �� �r��z ��� RONNIER.VARNELL aTE z.,�-o�
DIAGONAL CU NOTE: USE ONLY ON RESIDENTIAL'TYPE STREETS
perpendicu4G� to �e T�10�1 d M�8 Curb C+oaw�ik °"�" n.loE PADENZ °��2-ti-OT "n+ewwrr wrc
R�dW��ndCont��nedinC��k DIAGONAL CURB RAMP (FLARED5IDES) COMBINATION ISLAND CUT THROUGH {GVE N�.6. p1MM�qlb• S7 NIEET/b �
HMAC SURFACE OVERLAY (2013-5)
Project_Name Blk Limits Street Limits Procedure Qt /LM CD Mapsco
AVE B 1900 - 2149 ASH CRESCENT ST - MARTIN LUTHER KING FWY POL 0.31 8 77M
BOYD AVE 2400 - 2499 STADIUM DR - PARK HILL DR POL 0.18 9 76S
BOYD AVE 2500 - 2699 PARK HILL DR - W CANTEY ST POL 0.65 9 76S
CARROLL ST 600 - 699 W 5TH ST - W 6TH ST FMOL 0.21 9 76B
CARROLL ST 700 - 799 W 6TH ST - W 7TH ST FMOL 0.22 9 766
E WINTHROP AVE 4600 - 4999 RIDGEWAY ST - VALLEY VIEW DR POL 0.58 3 74V
HARVEY ST 1200 - 1399 MISSISSIPPI AVE - YUMA ST POL 0.67 8 77Q
HILLCREST ST 1800 - 2399 CAMP BOWIE BLVD - EL CAMPO AVE FMOL 0.88 7 75G
�ENWAY AVE 6100 - 6199 E WINTHROP AVE - W WINTHROP AVE POL 0.18 3 74U
RIDGEWAY ST 6000 - 6199 SE DEAD END - WESTRIDGE AVE POL 0.17 3 74V
ROGERS AVE 2600 - 2799 MC PHERSON AVE - W CANTEY ST MOL 0.33 9 76S
S HENDERSON ST 1150 - 1199 PVMT CHANGE - W O�EANDER ST MOL 0.11 9 76M
SANDERSON AVE 2700 - 2795 MT VERNON AVE - MC �EAN ST POL 0.13 8 78G
SHARON RD 6100 - 6199 E WINTHROP AVE - WESTRIDGE AVE POL 0.25 3 74U
THOMAS PL 1700 - 1899 CAMP BOWIE BI.VD - LAFAYETI'E AVE POL 0.35 7 75G
VA�LEY VIEW DR 6000 - 6199 E DEAD END - W WINTHROP AVE POL 0.25 3 74V
VOGT ST 2300 - 2499 MILLET AVE - RAMEY AVE MOL 0.2 5 78R
W ARLINGTON AVE 1300 - 1599 5TH AVE - 8TH AVE POL 0.59 9 76R
W BOWIE ST 1100 - 1199 S ADAMS ST - S HENDERSON ST POL 0.08 9 76Z
W OLEANDER ST 300 - 499 ST LOUIS AVE - S JENNINGS AVE POL 0.21 9 77J
W WINTHROP AVE 4700 - 4999 WESTRIDGE AVE - VALLEY VIEW DR POL 0.5 3 74V
WABASH AVE 3000 - 3099 BELLAIRE DR N- W BERRY ST POL 0.16 9 76W
7.21
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS 2013-5
CITY PROJECT NO: 02098
TPW PROJECT NO: C293-541200-209620209883
STREET BY STREET QUANTITY DETERMINATION SPREADSHE�T
� W .
3 � � � , �
, , �
, � � �
� 'W � � � � ' �"� A � � � A � � � � � �
�
� �' � �oa •ow o�, ��w � '� ow3 zz H� ' a W �3
z � � ���a ��� ��,� �W�g ��� ��g� °� �'�� ��H aH
��'b �Hkq O�'� H�A ��¢a � � Fa� a�� �ao a� a�
� H H W WwH a�H Ha W� a�� ��a
� � ° �� o ��a ��Q�a �QA�a �a a ��,.� a A�;�a a o o � h
v� v� P.� aW�a, �czi�a wr��� t���a �w�a ���a ��aa ���w ���¢O �N� TOTAL
aa v�w
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0 Lumpsum
3 LF Remove & Replace Existing Concrete Curb and Gutter 250 200 2,035 665 810 2,430 460 2,185 1,125 0 150 10,310
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Replace 6-Inch Concrete Driveway 320 280 3,300 1,100 440 2,750 440 3,630 2,090 0 0 14,350
6 SF Remove & Replace 6-Inch Eexposed Aggregate Driveway 0 0 110 0 0 0 0 0 0 0 0 110
7 SF Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Replace 4-Inch Concrete Sidewalk 0 0 0 0 0 40 0 140 480 0 0 660
9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 0 0 0 0 0 0 0 0 0 0 0 0
10 SF Install New 4-inch Concrete Sidewalk 0 0 0 0� 0 0 0 0 0 0 0 0
11 EA Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA 0 0 0 0 0 0 0 0 1 0 � 1
Ramp (w/ detectable warning dome-tile surface)
12 EA Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 0 0 0 0 0 0 0 0 0 0 p
dome-tile surface) �
13 SY Remove & Re lace Existin Concrete Valley Gutter 49 0 0 0 0 60 0 0 0 0 0 109
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 p
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 0 1 0 1 2 0 0 0 0 0 4
17 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 2 0 0 0 1 0 0 0 0 0 0 3
18 SY 8-Inch Pavement Pulverization 1,155 1,054 4,150 1,575 1,880 4,150 1,050 0 2,250 0 0 17,264
19 TN 13 Ib/sy Cement Modification 8 7 27 10 12 27 7 0 15 0 0 112
20 GA Roadbond EN 1 9 8 32 12 15 32 8 0 18 0 0 135
21 CY Unclassified Street Excavation 0 0 111 0 50 111 56 0 128 0 0 456
22 CY Crushed Limestone 0 0 20 0 0 12 15 0 10 0 0 57
23 CY Asphalt Pavement and Base Repair 0 0 0 0 0 0 0 25 0 0 15 40
24 TN HMAC Pavement Level Up 0 0 0 0 0 0 0 20 0 0 40 60
25 SY Wedge Miling, 2-Inch to 0-Inch De th, 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 p
26 EA Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
27 SY 2-Inch HMAC Surface Millin 0 0 0 0 0 0 0 5,600 0 0 3000 8,600
28 GA Crack Sealing of Existin HMAC Pavement 0 0 0 0 0 0 0 84 0 0 35 119
29 SY 2-Inch Surface Course Type "D" Mix 1,155 1,054 4,150 0 1,880 4,150 1,050 5,600 2,250 0 3000 24,289
30 EA Remove & Re lace 30-Ft. S eed Cushion w/ Striping 0 0 0 0 0 0 0 1 1 0 0 2
31 EA Remove & Re lace 40-Ft. Speed Cushion w/ Stri ing 0 0 0 0 0 0 0 0 0 0 0 p
32 EA Water Valve Box Adjustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
33 EA Water Valve Box Adjustment with Concrete Collar 2 1 3 1 1 1 1 0 2 0 0 12
34 EA Water Meter Box Adjustment 0 0 5 0 3 9 1 15 10 0 0 43
35 EA Manhole Ad'ustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 p
36 EA Manhole Adjustment With Concrete Collar 0 0 2 1 2 4 4 0 3 0 0 16
37 EA Painting House Addresses 4 4 46 14 10 40 8 62 36 0 0 224
38 SY Grass Sod Re lacement 90 15 340 111 135 405 51 365 188 0 35 1,735
39 SF Retainin Wall 0 0 0 0 0 0 0 0 0 0 0 p
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 2nd. 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
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS 2013-5
CITY PROJECT NO: 02098
TPW PROJECT NO: C293-541200-209620209883
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
a �
H � � � x �
� � � � z � �
� 3 � , � a �
,
�W � Q, � �� � z E-'U' �
Z � h � ' � 0 � � � z
�� a �
� � � � W A A �p� C�,700 `� �p �A W� �a, � �
� � � W� �a � v�`�,�+ � � `�'� tq ��" �+� W F"�
b � � �W d� � �� �� � �`�' t� �h
�� � h w�H � o a �a ao � �� HWa
.� � ° ��a� o�Ho o�ao o �'�o ��o �'�zWo �W •o °a�a �a w�'��3a o'�o
rr� rr� � v�a0� �av�a �4v�Aa. ��U� ��a �v�Wa �aa�w ���a ��a�, ��wa�, ���
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY (,iTY
2 LS Utilit Adjustment 0 0 0 0 0 0 0 0 0 0 0 0
3 LF Remove & Replace Existing Concrete Curb and Gutter 25 1,520 610 390 250 65 250 95 295 90 115 3,705
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 250 0 40 0 290
5 SF Remove & Replace Existin 6-Inch Concrete Driveway 0 3,960 660 440 0 0 330 0 550 0 0 5,940
6 SF Remove & Replace 6-Inch Eex osed Aggregate Drivewa 0 0 0 0 0 0 0' 0 0 0 0 0
7 SF Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Re lace 4-Inch Concrete Sidewalk 0 0 0 60 0 0 100 0 400 0 0 560
9 SF Remove & Re lace 4-Inch Ex osed Aggregate SidewalkWalk 0 120 80 0 0 0 0 0 0 0 0 200
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
11 EA Remove & Replace Existing Wheelchair Ramp and Install ADA 4-Inch 0 0 0 0 0 0 0 0 0 0 0 0
Ramp (w/ detectable warning dome-tile surface)
12 EA �nstall New 4-Inch ADA Wheelchair Ramp (w/ detectable warning p 0 1 0 0 0 0 0 2 0 0 3
dome-tile surface)
13 SY Remove & Re lace Existing Concrete Valley Gutter 0 0 0 0 0 0 20 0 0 0 0 20
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
15 EA Remove & Re lacef 5-Ft. Storm Drain Inlet-To 0 1 1 0 0 0 0 0 0 0 0 2
16 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 0 2 0 0 0 0 0 0 1 0 0 3
17 LF 6-Inches Perforated Pipe - Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch HMAC Pavement Pulverization 0 4,350 1,250 0 4,250 500 900 2,100 2,050 2,080 0 17,480
19 TON 13 Ib/sy Cement Modification 0 28 8 0 28 3 6 14 13 14 0 114
20 GA Roadbond EN 1 0 34 10 0 33 4 7 16 16 16 0 0
21 CY Unclassified Street Excavation 0 232 24 0 0 14 24 0 0 56 0 350
22 CY Crushed Limestone 0 25 15 0 0 0 0 0 0 0 0 40
23 CY HMAC Pavement and Base Repair 5 0 0 5 0 0 0 0 0 0 5 15
24 TON HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 10 10
25 SY Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide 888 0 0 778 0 0 0 0 0 0 365 2,031
26 LF Butt Joint-Milled 2 0 0 2 0 0 0 0 0 0 2 6
27 SY 2-inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 0 0
28 GAL Crack Sealing of Existing HMAC Pavement 3 0 0 11 0 0 0 0 0 0 0 14
29 SY 2-Inch Surface Course Type "D" Mix 850 4,350 1,250 2,150 4,250 500 900 2,100 0 2,080 1,150 19,580
30 EA Remove & Replace 30-Ft. Speed Cushion w/ Striping 0 0 0 0 0 0 0 0 0 0 0 0
31 EA Remove & Replace 40-Ft. S eed Cushion w/ Striping 0 0 0 0 0 0 0 0 0 0 0 0
32 EA Water Valve Box Adjustment with Steel Riser 1 0 0 0 0 0 0 0 0 0 1 2
33 EA Water Valve Box Adjustment with Concrete Collar 0 4 1 0 1 0 2 3 1 3 0 15
34 EA Water Meter Box Adjustment 0 15 3 0 0 0 2 0 0 0 0 20
35 EA Manhole Adjustment with Steel Riser 1 0 0 0 0 0 0 0 0 0 1 2
36 EA Manhole Adjustment with Concrete Collar 0 3 1 0 7 0 0 5 0 0 0 16
37 EA Paintin House Addresses 0 62 10 4 0 0 8 0 6 0 0 90
38 SY Grass Sod Replacement 5 337 135 65 33 10 42 10 50 20 25 732
39 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 3rd. �Vlonday 3rd. Monday 3rd. Monday 3rd. 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 Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Thursday
age o