HomeMy WebLinkAboutContract 44850 (2)cmr sEc�r�at�r L �
cor��►cT ao. _�.,��.�...�
TMa c;orr a�t:
��������� ���
' �� CONTRACTOR'3'B�NDING ���
�GTY $ECRETARY
�� C�IT� rAMAGBR`S OFFiC�
w� EMI�NEERING DII�
PROJECT li�IANUAL
_..,!_ TIPW • FLE COP'�`'
FOR
THE CQNSTRUCTION OF
HMAC SURFACE OVERLAY (2013-13)
At Various Locations
City Project No. 02132
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Worlcs Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2013
���N���� ������
���'� �����'���Y
��� ������ ��r
�; E C., � ! `s�' �w �_i ;;�:� � �s .�:�i"i,`.,
;.
.� ��
; �:
�_r.>_ :. ... `��,
����J � �
'Lp
��
M&C Review
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA FoRT�o�rii
COUNCIL ACTION: Approved on 9/10/2013 - Ordinance Nos. 20931-09-2013 & 20932-09-2013
DATE: 9/10/2013 REFERENCE NO.: C-26429
CODE: C TYPE: NON-
CONSENT
LOG NAME:
PUBLIC
HEARING:
Page 1 of 2
20HMAC SURFACE
OVERLAY 2013-13
NO
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of
$1,554,411.70 for Hot Mix Asphaltic Concrete Surface Overlay 2013-13 at Multiple
Locations in the City of Fort Worth, Provide for Project Cost and Contingencies for a
Project Total in the Amount of $1,641,911.70 and Adopt Appropriation Ordinances
(COUNCIL DISTRICTS 8 and 9)
RECOMMENDATION:
It is recommended that City Council:
1. Authorize a transfer in the amount of $777,205.85 from the Water and Sewer Fund in the
amounts of $388,602.93 to the Water Capital Projects Fund and $388,602.92 to the Sewer
Capital Projects Fund;
2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations
in the Water Capital Projects Fund in the amount of $388,602.93 and the Sewer Capital Projects
Fund in the amount of $388,602.92 from available funds; and
3. Authorize the execution of a contract with JLB Contracting, LLC, in the amount of $1,554,411.70
for Hot Mix Asphaltic Concrete SurFace Overlay 2013-13 at multiple locations as listed on the
attachments provided.
DISCUSSION:
These street overlay projects will be undertaken in conjunction with a separate utility contract for
replacement of water and sewer lines. The Water and Transportation and Public Works Departments
share in these resurfacing costs in lieu of trench repair under the utility contract. Transportation and
Public Works' share on this contract will be $777,205.85, which is available in the 2013 Contract
Street Maintenance Fund.
The City reserves the right to increase or decrease quantities of individual pay items within the
contract, provided that the total contract amount remains within plus or minus 25 percent of the
contract award.
This project was advertised for bid on May 23, 2013 and May 30, 2013, in the Fort Worth Star-
Teleqram. On June 20, 2013, the following bids were received:
Bidders Amount
JLB Contracting, LLC $1,554,411.70
Peachtree Construction, Ltd. $1,739,118.50
�..
In addition to the Contract amount, additional funds are required for miscellaneous construction and
other non-subsidiary items in the amount of $87,500.00.
M/WBE Office: JLB Contracting, LLC, is in compliance with the City's BDE Ordinance by committing
to 20 percent MBE participation on this project. The City's MBE goal on this project is 18 percent.
http://apps.cfwnet.org/council�acket/mc review.asp?ID=18932&councildate=9/10/2013 9/16/2013
M&C Review
These projects are located in COUNCIL DISTRICTS 8 and 9.
Page 2 of 2
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, and upon approval of the above
recommendations and adoption of the attached appropriation ordinances, funds will be available in
the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer
Capital Projects Fund.
TO Fund/Account/Centers
1�
P253 476045 6081702132ZZ
1�
P258 476045 7081702132ZZ
2) P253 541200 608170213283
2) P258 541200 708170213283
FROM Fund/Account/Centers
$388,602.93 1) PE45 538040 0609020 $388,602.93
1) PE45 538040 0709020 $388,602.92
�388,602.92 3) P253 541200 608170213283 $388,602.93
$388,602.93 3) P258 541200 708170213283 $388,602.92
$388,602.92 3) C293 541200 208620213283 $777,205.85
Submitted for Citv Manager's Office b�
Oriqinating Department Head:
Additional Information Contact:
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Kristian Sugrim (8902)
ATTACHMENTS
20HMAC Surface Overlay 2013-13 P253.docx
20HMAC Surtace Overlay 2013-13 P258(Rev1 �.docx
20HMAC 2013-13 MAP PAGE 1.pdf
20HMAC 2013-13 MAP PAGE 2.pdf
��
� Ll
_ - . � , "1tS:: ;tr � �i . v v , ' d` :l� z ��.
,� � t'�t y�s'w r 1 ,a. ,c � ' k � ��`e f .' �' �r
. _ . � . �.:� ':a�, � f ,r. � � . _ -r„�e f ' ..�} ..o�� �.',� .s�e
� — � p � _ � � _ � T �� ��� ��
�. '�,' ��- '- . ��� � , i . . ': ry �,". _ ` •S
. . � � � , _ , . y° '� - , . f _ .) V . _ ._ _ .3. . .. '_ . , . . ",.sr:
r '°`'�
, ' i <h > _ ,. , h ^ � , �
,L! �� ti� - rg�[, . ,
J� 3*� i 9xi .y . i¢ a-,.i t"�tl7� L� b.3�'��j'�' ,�"'� n
�1� ^ # .: r� f i. : �t �� "%'�7 { �t `'�t.�+•� 7t + �+r.
:� d` �.N �,"'p
•' '✓.` y `," +.z'�K� � _�l3'�'.�`' ��fs�$ `�-+� ."'.*
. - Y. }-.. : L . ti ., z � ��.�. ',
. �' � Y .. '' � .:4 . s + . t� _ <'.�c
( � , .. - ' . _ • , � .. , � �.
i� . • ' � . � . � � ..
I- � . .- .. . . . , .
� � ' . . . . . . . . � . . � ' . . . . . . . � �_ .
.� �,'-.,� -� r '�
�i •ls„s�',� � ��.
+ t 's i Y '�,�
�r��� . v i �a�f�:
•�.r` f�, a 8 z - i 'wt `
� y ����
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=18932&councildate=9/10/2013 9/16/2013
00 00 00 - i
'I'ABLE OF CONTENTS
Page 1 of 2
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
39
40
41
42
43
44
45
46
47
48
49
SECTION 00 00 00
TABLE OF CONT�NTS
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 Biddars
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 P��oposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 11 Bidders Pre-qualifications
00 45 12 Prequali�cation 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 Insurance
00 72 00 General Conditions
00 73 00 Supplementaty Conditions
Division O1- General Requirements
Ol 11 00 Summary of Work
O1 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
O1 45 23 Testing and Inspection Services
O1 50 00 Temporary Facilities and Controls
O1 55 26 Street Use Permit and Modifcations to Traffic Control
Ol 58 13 Temporary Project Signage
O1 70 00 Mobilization and Remobilization
O1 71 23 Construction Staking
O1 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 - Earthworle
31 23 16 Unclassified Excavation
Division 32 - Exterior Improvements
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2013-13)
Crty Project No, 02132
000000-a
TABLE OF 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
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 Courses
Asphalt Paving
Asphalt Paving Cracic Sealants
Concrete Sidewallcs, Driveways and Barrier Fcee Ramps
Concrete Curb and Gutters and Valley Gutters
Pavement Mackings
Topsoil Placement and Finishing of Parlcways
Hydi•o-Mulching, Seeding, and Sodding
Division 33 - Utilities
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Gt•ade
33 OS 17 Concrete Collars (To be completed in ear•(y 2012.�
Division 34 - Transportation
34 71 13 Traffic Control
Technical Speci�cations listed below are included for this Project by reference and can be
viewed/downloaded fro�n the City's Buzzsavv site at:
htps�//�rojectpoint buzzsaw.com/client/foi�tworth�ov/Resources/02%20-
%20Construction%20Documents/Specifications
Division 99 — Special Technical Specifications
9999,0001 Miscellaneous Construction
Appendix
GC-4,01
GC-4.02
GC-4.04
GC-4.06
GC-6.07
GC-6.09
GC-6,24
GR-01 60 00
SP-01
Availability of Lands
Subsurface and Physical Conditions
Underground Facilities
Hazardous Environmental Condition at Site
Wage Rates
Per•mits and Utilities
Nondiscrimination
Product Requirements
Special Provisions
36 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2013-13)
Ciry Projec! No. 02132
001113-I
INVITATION TO t3IDDERS
Page 1 of 2
I
�
3
4
5
6
7
8
�
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
S�CTION 00 11 13
1NVIT�TION TO BIDDERS
RECEIPT OF BTDS
Sealed bicis for the constructian of I-IMAC SURFAC� OVERLAY (2013-13), 02132, �vill be
reeaivecl t�y the City af T�art Worth Pu►•chasing Offiee:
City of Fort Wo��th
Furchasi�j� Divisioll
1000 Throck�norton Street
Fort Woi�th, Texas 7G 102
until 1:30 P.M. CST, Thursday, June 20, 2013, and bids will be opened publicly and read aloud
at 2:00 PM CST in tha Council Chambers.
GENERAL DESCRIPTTON OF WORK
The major work will consist of the (approximate) following:
67,800 S.Y,
18,600 L.F.
10,080 S.F.
35,920 S.Y.
15,200 S.F.
31,850 S.Y.
2" HMAC Surface Course, Type D
Remove and Replace Existing Concrete Curb & Gutter
Remove and Replace Concrete Sidewalk
Pavement Surface Milling
Remove & Replace Concrete Driveway
8" Pavement Pulverization
PREQUALTFICATION
The improvements included in this project, which require prequalification, must be performed by
a contractor who is prequalified by the City at the time of bid opening. The procedures for
qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
BIDDERS,
DOCUMENT EXAMINATTON AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth o� v.or�/pw�chasin�/ and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased fi�om:
Pamela Forehand, 817-392-7913, City of Fort Worth, Transportation and Public Worlcs, 1000
Throckmorton St., Fort Worth, TX 76102
The cost of Bidding and Contract Documents is: $30,00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-8)
02131
OOII 13-2
INVITAI�ION'CO 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
PREBID CONF�I2�NC�
A prebid conference may be held as described in Sectio�l 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time;
llATE: Tuesday, June 11, 2013
TIM�: 9:00 A.M.
PLACE: Transpo►�tatiori and Public Worics, 1000 Throcicmorto�i St., RM#: 270, Fort
VVorth, TX 76102
LOCATION: Municipal Building, 2"d Floor
CITY'S RIGHT TO ACCEPT OR 1tEJECT BIDS
City reserves the right to waive ircegularities and to accept or reject bids.
INQUIRI�S
All inquiries relative to this procm�ement should be addressed to the following:
Attn; ICristian Sugrim, City of Fort Worth
EjnaiL• ICi•istian.Sugrim@foi•tworthtexas.gov
Phone: 817-392-8902
ADV�RTIS�MENT DATES
May 23, 2013
May 30, 2013
24 �ND OF SECTTON
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-8)
02131
1
2,.
3
4
5
6
7
8
9
1[1]
11
1'?,
13
14
15
16
17
18
19
20
000510-1
NtAYOR AND COUI�CIL COMMUNICATION (M&C)
T'age 1 uf 1
SECTI9N QO 05 10
NIAYC�.I2 nND CUUNCIL COMMUNIC;ATIC�N (Mt�;C)
["�lssembler: Fo�^ Cof�t��uc� Doc�ment e�ecution, r�er��o��e tlri.s page a»d replace witl� the ap�f°oned
M&C' for° the czi-varcl c�f dhe projecd. McS�C inser�t sha/I be c�i� Glare papej�.J
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICA"I'ION DOCUMEN'CS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
000sis-�
AllDENllA
Page t of I
t
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
S�CTION 00 O5 15
ADDENDA
[Assen�ble�°: Foi�� Contr�act Docin��e��t execz�tio», ��en�ove t1�i,s page ar��l r�eplcrce rvit7� any acfder�da
isszred di�r�ira�g biddi»g.J
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
0011 13-2
IN V 1`CATION '1'O I3IDDERS
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
PIZEBID CONFERENCE
A prebid conference may be held as described in Section 00 21 13 - TNSTRUC"I'IONS TO
BLDDERS at the following location, date, and time:
DATE: T�resday, June 11, 2013
TIME: 9:00 A.M.
PLACE: Transportation and Public Wo�•ks, 1000 Throcicmorton St., RM#: 270, Fort
Wortli, TX 76102
LOCATION: Municipal Building, 2°� Flooi•
CITY'S RIGHT TO ACCEPT OR I2EJECT BTDS
City i•eseives the right to waive irregularities and to accept or i•eject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: ICristian Sugrim, City of Port Worth
Email: Kristian.Sugrim@fortworthte:�as.gov
Phone: 817-392-8902
ADVERTIS�MENT DATES
May 23, 2013
May 30, 2013
�ND OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-8)
02131
QU 21 13 - I
iNS"1'RUC'I'tUNS'i'O i�IDDL1tS
I�tibe t of �J
1 SL+;���'ION 00 ZL 13
2 INSTRUCTIONS '1,0 F3IDDLIZS
3 1, Def�ned Tei•ra�s
5 1.1, Terms used �n these iNSTRUCTIONS 'I'Q B1Ill17ERS, whicl� ar•e defi�led in Section 00 72
6 UO - GENLRAL CONllITIONS.
8 1.2. Cert�in additiotlal ter►r�s used in these INSTRUCTIONS TO BIDD�RS Ilave the
4 naaa�air�gs inc�ie�t�d below whieh are applicable to botll tlle singula�� a�1d plu���l tllereo�f.
10
11 1.2,1. Bidder: Any person, i�irtn, p�rh�orsl�ip, company, assooiation, or corpoi•�tiot� aclitlg
12 clir�sclly tl���ough a duly autlio��i���1 cepre�or�t��kivu, st�bralit�tui� a bid fQr ��r�ornli�l�
13 �he worl< contemplated under the Ccmtract I)oc�inlents,
l �i
1S
16
17
t8
19
20
21
22
23
24
25
26
27
1,2,2. No��i•esid�t�t Bidder; Any �Grsott, t�X�m, ��a°h�ersl�ip, corrxpany, associa�i�n, qr
cc����oratio►i �etin� dit�eclly tha'ou�;li a duly �utl�aa�iied ►°epa°ese�rtat�ve, submitiiri�; a
l�ici foa• perforn�ing tha worlc eontemplat�cl under t:he Canteact laoeuments whose
principal place of business is not in the State of Te�as,
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to wliom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Docamerits
2,1. Neither City nor Engineer shall assume any responsibility for errors oa• misinterpretations
resulting fi•am the Bidders use of incomplete sets of �idding Documents.
28 2.2. City and Engineer in making copies of Bidding Documents available do so only foi• the
29 pui•posa of obtai���ng Bids for the Worl< and do not a��thorize or conf�r a Iicer�sE or �rant
30 for any other use.
31
32 3. Pxequali�cation of Bidders (Prime Contractors and Subcontractors)
33
34 3.1. All Bidders and their subcontractors are requi�•ed to be prequalified for tlie worlc types
3S requiring pf•equali�cation at the time of bidding. Bids received fi�om cot�tracto��s who are
3G not prequalifieci (even if inadvertently opened) shall not be considered. Pcequalrfication
37 requirement work ty�es and documentation are as follows:
38
39
40
41
42
43
44
45
46
47
3.1,1, Paving — Requirements document located at;
https://projectpoint.buzzsaw.com/fortworth�ov/Resources/02%20-
%20Caitstruction%20Docum�nts/Contcactoe%20P��equal i�cation/TP W%2pPavin�
%20Contractor%20Prec�uali�cation%20Pro�ram/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAVING%2UCONTEZACTORS.PDF?public
3,1.2. Roadway and Pedestrian Lighting — Requirements document located at;
3.1,3.Water and Sanitary Sewer— Requirements documant located at;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-13)
02132
00 21 13 - 2
tNSTitUC('IONS TO BIDDERS
Page 2 of 9
1
2
3
4
5
6
7
8
9
10
tl
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
3p
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
3.2. �ach I3idder unless currently prequalified, must be prepared to submit to City within
seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
45 11, BIDDERS PREQUALTFICATIONS.
3.2.1. Submission of a»d/or questions i•elated to prequalification should be addressed to
the City eontact as provided iu Paragraph 6.1.
3.3, The City reserves the right to require any pre-qualified contractor who is the apparent low
bidder(s) for a project to submit such additional information as the City, in its sole
cliscretio�l may i•ec�ui��e, including but not limited to manpower and equipment recor�ds,
information 3bout key personnel to Ue assigned to ihe project, and construction schedule,
to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
deliver a quality product and successfully complete projects for the amount bid within
the stipulated time frame. Based upon the City's assessment of the submitted
information, a recommendation t•egarding the award of a contract will be made to the
City Council. Failure to submit the additional information, if requested, ma� be grounds
for rejecting the apparent low bidder as non-responsive, Affected contractors will be
noti�ed in writing of a recommendation to the City Council.
3.4. In addition to prequalification, additional requirements for qualification may be required
within various seetions of the Contract Documents.
4. Examination of Bidding and Contract Docaments, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder sllall:
4.1.1. Examine and carefully study the Contract Documents and other related data
identified in the Bidding Documents (including "technical data" referj•ed to in
Paragraph 4.2. below). No information given by City or any representative of the
City other than that contained in the Contract Documents and of�cially
promulgated addenda thereto, sl�all be binding upon the City.
4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may a�fect cost, progress, performance or furnishing of the
Work.
4.1.3, Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work,
4,1.4,
4.1.5, Study all: (i) reports of explorations and tests of subsurface conditions at oi•
contiguous to the Site and all drawings of physical conditions relating to existing
surface or subsurface structures at the Site (except Underground �acilities) that
have been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
at the Site that have been identified in the Contract Documents as containing
reliable "technical data."
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-13)
02132
0021 13-3
INSTRUCTIONS TO BIDDGRS
Page 3 of 9
t 4.1.6. Be advised tllat the Contract Doct�ine�lts on file with tl�e City shall constiiute all of
2 the information whicli the City �vi11 fiirnish. All additiona( inforn�ation and ciata
3 which the City will supply after promulgation of the formal Contract Documents
4 slla�l be issued in tl�e foi•ni of rvritten addeilda and shall become parti af the Contract
5 Doeuments just as though such addenda tivere aGtually written iirto the original
6 Contract Documents. No information given by lhe City othec than that contai��ed in
7 the Contract Doctm7ents and officially promulgated addenda thereto, shall be
8 bin�ling upon the City.
9
10 4,1.7, Perform indepandent research, investigatipns, tests, borings, and such other me�ns
11 as may be necessary tc� gairt a cor��plete lciaowledge of the cor�ditions ���(licli will be
12 encaunterecl during the construction oi'the project. On ��equest, City may provide
13 eacli I3idder access lo ihe site to conduct such examinations, investigations,
14 explorations, tests and studies as each Bidcler deems «ecessaiy for subinission of a
�5 Bid. Bicldar must fill all hole� atld clean up aud t'estor� the site to its former
16 conditions upon completion of such explorations, investigations, tests and studies.
17
18 4.1.8. Determine t(�e difficulties of the Worlc and all attending circumstances affeeting the
19 cost of doi�lg tlle Work, time required for its compl�tion, and obtain all info�•mation
20 required to malce a proposal. Bidders shall rely exclusively and solely upon tlleii•
21 own estimates, investigation, research, tests, expl�rations, and other data which are
22 neeessaiy for full and complete information upon whicl� the proposal is to be based.
23 It is understood that the submission of a proposal is prima-facie evidence that the
24 Bidder has made the investigation, examinatiorls and tests herein required. Claims
25 for additional compensation due to variations between conditions actually
26 encountered in constr•uction and as indicated in the Contract Documents will not be
27 allowed.
28
29 4.19, Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
30 between the Contract Documents and such othei� celated docum�nts. The Contractor
31 shall not take advantage of any gross erro�� nr omission in the Contract Documents,
32 and the City shall be perinitted to malce such c4rrections or interpi•etations as may
33 be deemed ��ecessaiy for ful�llment of the intent of the Contract I�ocuments.
34
35 4.2. Reference is made to Section 00 73 00 — Supplementaiy Conditions foi• identification of;
36
37 4.2.1, those reports of explorations and tests of subsu�•face conditions at or contiguous to
38 the site which have been utilized by City in }�reparation of the Contract Documents,
39 The logs of Soil Borin�s, if any, on the plans are for �;eneral information only.
40 Neither the City nor the Engineer guarante� that the data shown is representative of
41 conditions which actually exist.
42
43 4.2.2. those drawings of physical conditions in or relating to existing surface and
44 subsurface structures (except Underground Facilities) whicl� are at or contiguous to
45 the site that have been utilized by City in prepai•ation of the Contract Documents.
46
CITY OF FORT WORTH HMAC Surface Overiay (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised NovemUer 27. 2012
00 2l 13 - 4
INSTRUC"1'IONS "CO BIDD�I2S
Page 4 of 9
1
2
3
4
5
6
7
8
9
10
II
12
13
1 �}
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
4.2.3. copies of such reports and drawings �vill be made available by City to any Bidder
on cec�uest. Those reports and drawings may not be pai-t of the Contract
I�ocuments, but the "technical data" contained therein upon which Bidder is entitled
tn rely as provided in Parlgraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementaiy Conditions. Bidder is
responsible for any interpretation or conclusion drawn from any "technical data" or
any other data, inteipretations, opinions or information.
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
that Bidder has complied with evei•y requirement of tllis Para�raph 4, (ii) that without
e;�ception the I3id is premised upon �erforming and fiirnishing the Work cequired by the
Contract Documents and applying the specific means, methnds, techniques, sequ�nces or
procedures of cor�struction (if any) that may be sl�owil oi• indicated or expi•essly reqttired
by the Contract Documents, (iii) that Bidder has giveu City wriiten notice of ail
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
writteii resolutions thereof by City are acceptable to Bidder, and when said conflicts,
etc., have not been resolved through the interpretations by City as described 'u�
Paragi•aph 6., and (iv) that the Conh�act Documents are generally sufficient to indicate
and convey understanding of all terms and conditions for performing and furnishing the
Work.
4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
Documents.
5. Availability of Lands for Work, Etc.
5.1. The lands upon wl�ich the Worlc is to be performed, rights-of-way and easements for
access thereto and other lands designated far use by Contractor i1i pet•forming the Work
are identi�ed in the Contract Documents. All additional lands and aec�ss thereto
requir•ed for temporaiy construction facilities, construction equipment or storage oi
materials and equipment ta be incorporated in the Work are to be obtained and paid fox
by Contractor. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by City unless otherwise provided in the
Contract Documents.
5.2. Outstanding right-of-way, easements, and/or permits to be acqui�•ed by the City are listed
in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary 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
project.
5.3. The Bidder shall be prepared to commence construction without all executed right-of-
way, easements, and/or permits, and shall submit a schedule to the City of how
construction will proceed in the other areas of the project that do not require permits
and/or easements,
6. Interpretations and Addenda
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-13)
02132
00 21 13 - 5
INSTRUCTIONS 1'O 13IDDGRS
Page S of 9
1 6.1. All questaorls about the mea�aing oi• intent of th� Bidding Doauments are to be direatecl to
2 C;ity iia writing �i1 oi• before 2 p,in., tl�ie Vloilcl�y pi•io►• to the I�id �pez�ir7g, C�uest�ons
3 received after this day m�y not be res�oiided to. IukerpreYations or c(az•iticatious
4 considered necessaiy by City in cesl�o�ise to such questions will be issued by Addenda
5 delivc;red to alt �ai�lies recorded by City as havin ; received the Bidding D�cu�nents,
6 Only questions answered by for�nal written Acidanda will be biuding, Oral ai�d oth�r
7 interpretations oc Glarifications will t�e without legal effec�.
8
9 Address questions to:
10
I 1 City of Port Worth
12 1000 Throclal��rton Street
l3 Fart Waz-tli, rCX 76102
14 Attn: ICt•is�ian Sugrim,l"ranspor�a�tit��1 � Public Works
15
16
17
18
19
20
21
22
23
24
�5
�6
27
28
29
30
31
Fa�c; $17-392�•$092
Emai(; ICristiaa�,Sugi•im@I'ortworthtexas,�ovPhone: 817-392-$902
6.2. Addenda ma}� also be issued to modify the Bidding Doeuments as de�rned advisable by
C:ity.
6.3. Addenda or clarifications may be posted via Buzzsaw at;
<htt�s://pro,�ectpoint.buzzsaw.com/client/fortworth�ov/In frash•ucture%20Projects/021 �2%20-
%20HMA,C%20Stt�'face%200vzrla %20%282013-13%29
6,4. A prebid conference tnay be held at the time and place indicated iil th� Advei�tis�ment or
INVITATI{�N 7'U BIDllERS. Represc�N7taCives of City will b� pre�ent ta discuss t��e
P��oject. Bidders aru enGouraged �o atlend ai7d participate in tlie oonfecence, City will
ta�ansmit to a(l prospeetive Bidders of recoi•d su�l� Add�ncla as City coatsidsr's necessat�y
in respoi�se ta questions arising at the eo��ference. Oral statcments �nay not be reli�d
upon and will not be binding or l�gally �ffective.
32 7. Bid Sec�u►�ity
33
34 7.1, Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
�5 (�) perqent of Bidder's maximum 13id }�rice on form attached, issued by a su�•ety meeting
36 Ch� requiremer�ts �f Para�raphs 5.01 of the General Conditions.
37
38
39
40
41
�}Z
43
44
45
7.2, The Bid Bond of all i�iddea•s will be retaiiaed until the conditions of tlle Notice of Aw�rd
have baen satisfi�d, If the Succ�ssful Bidder �'ails to �xecute and deliv�r the complete
Agreemant within 10 days after the Notice of Award, City may consider Bidder to �e in
default, re�cind the Notice of Award, and the Bid $ond of that Biddet� will be f�i�feited,
Such foc•feit�u�e shall be City's exclusive een�edy if �3idd�r defaults. T11e Bid Bond of all
other Bidders whom City believes to have a i•easonable chance of receiving the award
will be retained by City until final eontract exacution.
46 8. Contract Times
47 The number of days within which, or the dates by whicli, Milestones are to be achieved in
48 ac;cordance with tl�e General Requir�me»ts ar�,d the Work is to be corripl�ted and ready for
49 1� inal Acceptan4e is set forth in the Agrssmant or incarporated therein by refe�•enca to the
50 attached }3id Form.
S1
CITY OF FORT WORTH HMAC Surface Overlay (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised November 27, 2012
00 21 13 - 6
INS'I'RUCTIONS TO 131DDLRS
Page 6 of 9
1
2
3
4
5
6
7
8
�
10
11
12
l3
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
9. Liquidated Da�nages
Provisio�ls for liquidated damages are set forth in the Agreement.
10. SuUstitute and "Or-Equal" Items
The Conti•act, if awarded, will be on the basis of materials and equipment described in the
Bidcling Documents without consideration of possible substitute or "or�eqtaal" itents.
�VI»naver it is indicated or specified in th� Biddi��g Documents tl�at A"substitute" or "or�
�qual" item ofi material or e�uipment may be fut�nislied oi' L1S@C{ �j� C01111'i1CiOr i�acceptab]e to
C;ity, applicatioti for suc11 accepianc,e will not be considerad by City until after tl�t Lfiectiv�
D1Ce of the Agreement. Tlle pco�edure for submission of any sucil applicatiion by C�litractor
and consideration by City is set forth in Yara�raphs 6,O�A., 6.058. and 6.OSC, of tlle Gerieral
Coiiditions and is suppleme�ated in Section O 1 25 00 of the General Requirements.
11. Subconti•actors, Sappliers and Otliers
11.1. In accordance with the City's Business Diveisity Enterprise Ordina�ca No, 20020-
12-2011 (as amended), the City has �;oals fot� the pai�ticipatio�x of minority business
and/or small business entei•prises in City contracts. A copy of the Ordinance can be
obtained fi•om the Office of the City Secretary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Fortn, Prime Contractor
Waiver Form and/or Good Faith Effort Form with documentation and/or .ioint
Venture Form as appropriate. The Forms including documentation must be received
by the City no later than 5:00 P.M. CST, five (S) City business days after the bid
opening date. The Bidder sl�all obtain a receipt fi�om 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 petson
or oi•ganization against whom Contractor has reasonable objection,
12. Bid Form
12.1. The Bid Fo�m is included with the Bidding Documents; additional copies may be
obtained from the City.
12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Fonn
signed in ink. Erasures or alteraYions shall be initialed in ink by the pei•s�n signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and miit
price item listed therein. In tlle case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
written in ink in both words and numerals, for which th� Bidder proposes to do the
work contemplated or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern.
12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall ba affixed. The corporate address and state of
incorporation shall be shown below the signature.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-13)
02132
00 21 13 - 7
INSTRUCTIONS'1'O [3IDDGRS
Page 7 of 9
1
2
3
4
5
6
7
8
9
l0
Il
12
13
14
15
16
]7
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 sllall be e:cecuted in the pai-t��ership name and signed by a
partuer, �vhose title mList appeac undEr the siguature accompanied by eviderice of
autllority to sign. The of�cial address oPthe partnership shall be show�l below the
signature.
12.5. Bids by limited liability companies shall be executed ia� the name of the firm by �
naen�ber and accompanied by evidc:nce oFauthority to s�gn. lhe �t�tte of formation of
the firm and the of�cial addi•ess of tlie tirm shall be shown.
12.6,
12.7.
12.8.
12,9.
Bids by individuals shall show the Bidder's name and official address.
Bids by joint ventures shall be execrited by each joint venturer in the manner
indicated on tl�e Bid Porm. The official address of the joint venture shall be shown,
All names shall be typed or printed in inlc below the signature.
The Bid shall contain an aclotowledgement of receipt of all Addenda, the numbers of
which shall be t-�ll�d in on the Bid Form.
12.10. Postal and e-mail add�•esses and telephone number for communications regarding the
Bid shall be shown.
12.11. Evidence of autt�ority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in aceordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder,
13. Sabmission of Bids
Bids sl�all be suUmitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advei�tiset�aent or INVI'I'ATTON TO BIDI)ERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City i'roject Nunlbe�•, Fa•oject tit(�, the nazne and address of Bidder, and
acco�npanied by the Bid secw•ity and other required doctiments. If the Bid is sent through the
mail or other deliveiy system, the sealed envelope sha(1 be enclosed in a sepa�•ate envelope
witll tlle �lotation "BID ENCLOSED" on the face of it,
14. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn prior to the time set for l�id opening. A request for withdrawal must be
made in writing by an approp�•iate docunnent duly executed in the manner that a Bid
must be executed and delivered to Yhe place where Bids at•e to be submitted at any
time �yior 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 electronic communication at any time prior to the
time set for the closing of Bid receipt.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS
Revised November 27, 20 ] 2
HMAC Surface Overiay (20f3-13)
02132
00 21 13 - 8
[NSTRUCTIONS TO E3IDDERS
Page 8 of 9
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
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
15. Opening of Bids
Bids will be opened and cead aloud publicly at the place where Bids are to be submitted. An
absti•act of the ainounts of the base Bids a�id major alternates (if any) will be made available
to Bidders after the opening of Bids.
16. Bids to Remain Subject to Acceptance
All Bids will remain subject to acceptance for the time period specified for Notice of Award
and eYecution ar�d deliveiy of a complete Agreement by Successfi�l Bidder, City may, at
City's sole discretion, release any Bid and nullify the Bid security pi•ioz• to that date.
17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or �I1 Bids, inoluding without limitation the rights
to r�j�cfi �ny or all nanconforming, nonresponsive, unbalar�ced ot� conditiot�al Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
infecest of the Project to malce an award to that Bidder, whether because the $id is
not responsive or the Bidder is unqualif ed or of doubtfiil financial ability or fails to
meet any other pertinent standard or criteria �stablished by City. City also reserves
the right to waive informalities not involving price, co»tract ti�t�e or changes in the
Work with the Successful Bidder. Discrepancies between the multiplication of units
of Worlc and unit prices will be resolved in favor of the unit prices. Discre�ancies
between the indicated sum of any column of �gures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepa»cies between words and figures
witl be resolved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigatioi7 against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has perfonned a prior contract in an unsatisfactory manner, or
Bidder has uncompleted worlc which in the judgment ofthe City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions af the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations n�ust
be submitted as provided in the Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, performance
data and �;uarantees of major items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted prior tn the
Notice of Award.
17.3, City may conduct such investigations as City deems necessaiy to assist in the
evaluation of any Bid and to establish the responsibility, qualifications, and financial
ability of Bidders, proposed Subcontcactors, Suppliers and other persons and
or•ganizations to perform and furnish the Work in accordance with the Contract
Documents to City's satisfaction within the prescribed time.
17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-13)
02132
0021 13 -9
iNSTRUCT[ONS TO a1DDERS
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 Conti•act is to be awarded, it will be awarded to lowest responsible and
responsive F3idder whose evaluation by City indicates �hat the awax�d will be in the
best interests of the City.
17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not awat•d
contract to a No�u•esident Bidder unless the No��resident Bidder's bid is fower than
�11e lowest bid submitted by a responsible Texas Bidder by the same ainount that a
�"exas cesident biddec would be cequired to ui�dei•bid a No�l►•esident Sidder to obtain a
comparable cont��act in the state iri wl�ich tlle nonresident's principal place of
business is located.
17.7. A contract is not awarded until formal City Council authorizatio�i. If the Contr�act is
to be awarded, City will award the Contcact within 90 days after t}ie day of tlle I3id
opening u�lless extended in writing. No other act of City or others wil( constitute
acceptance of a Bid. Upon the contractor award a Notice of Award will be issi�ed by
the City.
17.8. Failui•e or refusal to comply with the requirements may result in ►•ejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successfiil Bidder, it �vill be accompanied by the
required number of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of countei•parts of the Agreement to
City with the required Bonds, Cei�tificates of IYlsurance, and all other required documentation.
City shall thereafter deliver one fi�lly signed counterpai�t to Contractor,
END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-13)
02132
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 (2013-13)
MUI.TIPLE LOCATIONS
City Project No.: 2132
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 befinreen finro or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2013 Proposal
�� 00 41 00
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
HMAC Surface Overlay Heavy Maintenance and all items directly associated with the paving.
a.
b.
c.
d.
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 210 calendar days after the date when
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2013 Proposal
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, othenNise delete>
Deductive Alternate<use this if applicable, otherwise delete>
Additive Alternate <use this if applicable, othenn�ise delete>
Total Bid
7. Bid Submittal
$0.00
$0.00
$0.00
$0.00
$1,554,411.70
This Bid is submitted on Thursday, June 20, 2013 by the entity named below.
Respectfully submitted,
By: L .:��. �-„�/ � l � .-��,`---�-��
<j� (Signat �a
James G Humphrey
(Printed Name)
Title: Sr VP
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas 76124
State of Incorporation: Texas
Email:
Phone: 817-261-2991
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Corporate Seal:
00 41 00
BID FORM
Page 3 of 3
HMAC 2013 Proposal
SECTION 00 42 43
PROPOSALFORM
\ ' : ��.3i7
Project Item Infonnation
Bidlist
Item No. Description
1 3305.0108 Miscellaneous Adjustments (Utilities)
2 0241.1300 Remove Concrete Curb & Gutter
3 3216.0102 7" Concrete Curb & Gutter
__ . _._. _ _ _ ..
4 0241.0401 Remove Concrete Driveway
_ _
5 3213.0401 6" Concrete Driveway
_ _ _ __ _. _. __
6 0241.0100 Remove Sidewaik
7 3213.0301 4" Concrete Sidewalk �� ������ � � � ��� �
_._. _ _. __. _
g 3213.0351 4" Concrete Sidewalk, Exposed Aggregate
_.__ _..._.
9 0241.1400 Remove Concrete Vailey Gutter
10 3216.0301 6" Concrete Valley Gutter
�,._,.,
11 0241. 1700 8" Pavement Puiverization
_ _..... _._ _.. __._.... __
�2 9999.0000 Roadbond EN1 Soii Stabilizer
_ _........ _... ___._.__
13 3211.0600 Cement Modification (131bs/sy)
_ _..._ __... _._._ _.... _. . _...__..
� 4 0241.1506 2" Pavement Surface Miiling
.. ..,_ -- . .
15 3212.0900 Crack Sealing of Existing Pavement
_ _. _ __ ___ __ .___
16 3212.0302 2" Asphalt Pavement Type D
__._ _........ _.......... _.... . .._._ ................
�7 3305.0111 Water Valve Box Adjustments (w/ Steel Riser)
_. _ _
� 8 3305.0112 Water Valve Box Adjustments (with Concrete Collar)
_. � ..
� g 3305.0107 Miscellaneous Structure Adjustments (Water Meter E
_- _._ . .. _.. _
20 3349.0101 Manhole Adjustments (w/ Steel Riser) "
_.. ___.__._ ...__.
2� 3305.0112 Manhole Adjustments (with Concrete Collar)
__ _ _._.. _..._.._ _,
22 9999.0000 Painting House Addresses
_ . ., , , . __.. ._ ,..
23 3292.0100 Block Sod Replacement
___ _. ..... _ _
_.
24 0241.0300 Remove ADA Ramp
_ __ _ _ ... _.._..._.........
25 9999.0000 ADA Ramp
___ _......_ __
2g 9999.0000 Miscellanious Construction
O() 42 43
BID PROPOSAL
Page i of i
Bidder's Application
�- Bidders Proposal
Specification Unit of gid Quantity
Section No. Measure
00 05 08 LS 1
__ __ _ _
02 41 15 LF 18600
321613 LF 18600
__ _ __ __ _
02 41 13 SF 15200
_ _.._ _ _
32 13 20 SF 15200
_ __
02 41 13 SF 6800
. ., ,
32 13 20 SF 10080
_ _
32 13 20 SF 50
__... ..
02 41 15 SY 50
32 16 13 SY 7C
. �__,. � ,. , . ..
02 41 15 SY 3185C
GA 24�
_...... .
321133 TN 207
_ _... _ __.___.
02 41 15 SY 3592C
32 12 73 GA 45°
_ . _ . ____..
321216 SY 6780C
_ _.._. _
33 05 14 EA 37
33 05 17 EA 27
33 05�14�� � Eq� � �,
_. _ _.. .. _.._
33 49 90. EA- --- 3E
_ _..... . ..................
33 05 17 EA � 3C
_._ _ __ .._
EA 151
_.� _...,, , ..., . , . ,_... �, _ ,.,, , -__ _
32 92 13 SY 81(
02 41 13 Eq
__ ..._. __ EA_._.._... _E
_ _.._...._ _ ___ `S..___ _ . _.__.
Unit Price Bid Value
$6,000.00 , $6,000,00
_ $7.85 $146,010.00
$16.70 $292,020.00
_ __ _ __
$3.36 $51,072.00
_
$3.36 $51,072.00
_ $2.2b „ „ $15,300.00
$2.80 $28,224.00
_.. _._ .
$4.20 $210.00
_ _.
$22.40 $1,120.00
�,_. $44.80 $3,136.00
$3.50 $111,475.00
13.00 $23,391.00
_____ . ___.__ ___.__
�1.61 _ $57,831.20
26:70 $12,148.50
__ __ __ _
$8.61 $583,758.00
. _....._
30.00 __$4,810.00
75.00 $7,425.00
39.00 $507.00
- . _ _;
60.00 __ $9 36tl.00
_..
35:00 _. . ...$16'�050:00 , _ ... _ ..
_ _._.
17.00 _ $2 567.00
$6.70 $5,427.00
_._ ___ ___.
70.00 $2.010.00
Bid Summa
Base Bid
DeducHve Alternate Bid
Total DeducNve Alternate Sid
Additive Alte�nate Bid
Total AddiNve Alternate Bid
Tota► Bid $1,554,411.70
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
. Form Rerised 20120120 HMAC 2013 Proposal
Alternate Bid
Total Alternate Bid
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 �ter� or Blank.; , our principal place of business,
are required to be °!o Here � percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of S#at� Here or B[�nl�; , our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. �
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
By: James G Humphrey
,
L �;����,,�-� �_l --�`---'�' -�
� ; (Signature)
Title: Sr VP
Date: �� � � ��� / �
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
' Form Revised 20110627
HMAC 2013 Proposai
00 45 12
BID FORM
Page 1 of 1
SECTION 00 4512
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
HMAC Surface Overlay Heavy
Maintenance and all items ,)LB 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 76124
By: James G Humphrey
�__.. � i y-L y�,' -�� ,��-��-�,-�'�" � �
�_,,� (Signature)
Title: Sr VP
Date: � � � � � / �
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
END OF SECTION
HMAC 2013 Proposal
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 downioaded from the website links provided below.
http://www.ethics.state.tx. us/forms/CIQ. pdf
http://www.ethics.state.tx. us/forms/CIS. pdf
0
■
D
■
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
By: James G Humphrey
/
Signature: �----���,,,�,,.,i n �
�_.
�
` �'€�=
Title: Sr VP
HMAC 2013 Proposal
I
�,
��
2
3
4
5
6
7
8
9
io
ii
12
13
14
15
16
��
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 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKBR'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 01820. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certifcates of compliance with
worker's compensation coverage.
CONTRACTOR�LB CONTRACTING, LLC
Company
Address
�
Sam Davis
President
By:
(Please Print)
Signature: /�- �--
�'.C9. BOX 24131
���I��JATH� �� ����� Title:
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
�
�
(Please Print)
BEFORE ME\�, the undersigned authority, on this day personally appeared
c�j/3� d�d�5 , known to me to be the person whose name is
subscribed to the foregoing instrument and acknowjed ged to me that he/she executed the same as
the act and deed of JLB CON�RACTING, LL�i for the purposes and
consideration therein expressed and in the capacity therein stated.
GNEN iJNDER MY HAND AND SEAL OF OFFICE this /9rH day of
�Pr , 2o i3.
� �
Nota Public in an for the State of Texas
END OF SECTION
;:>"'°"6 LIND�`
,, o; . "e;',., OLIPHANT
": Notary Public, State of Texas
=N;. �4„�; My Commission Expires
'�, +,
°j F�%` �� March 10, 2017
��,n���a�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
FOPT WO�RTH
.y - City of Fort Worth
Minority �usiness Enterpri�e Specifications
SPECIAL INS7RUCTIONS F(JR 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 service�. All rec�uirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT GOALS
The City's MBE goal on thlS projeCt is ��_% of the total bid {Base bid applies to Parks and Community 5ervices).
Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit bath a IVIBE Uti(ization �'arm and a SBE Utilization �orm 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 ko be considered responsive to the specifications. The Offeror shall deliver the MBE doeumei7tatian in
pe�son to the appropriate employee of the managing depa��tment and obYain a date/time receipt. Such receipt shall;. be
evidence that the City received the documentation in fhe fime allocated. A fiaxed copy wifl r�ot 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: o ening 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 subcontractin /supplier work: opening date, exclusive of the bid openin 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 o enin date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS �
Any questions, please contact the M/WBE Office at (817) 212-z674.
Rev. 5/30/12
00 52 43 - I
Agreement
Page 1 of 4
2
3
4
5
6
7
SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on September 10, 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 CONTRACTING, LLC, authorized to do business in Texas, acting
by and through its duly authorized representative, ("Contractor").
8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article l. WORK
11
12
13
14
15
16
17
18
19
20
21
Contractor shall complete all Work as speciiied or indicated in the Contract Documents for the
Project identified herein.
Artide 2. PRO.TECT
The project for which the Work under the Contract Documents may be the whole or only a pai�t is
generally described as follows:
HMAC SURFACE OVERLAY (2013-13)
02132
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 210 calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
27
28
29
30
31
32
33
34
35
36
Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City 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.
HMAC Surface Overlay (2013-13)
02132
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENI'S
Revised August 17, 2012
00 52 43 - 2
Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 City agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of ONE MII�LION FIV� HUNDRED FIFTY FOUR
40 THOUSAND FOUR HUNDRED ELEV�N DOLLARS AND SEVENTY CENTS
41 �$1,554,411.701.
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:
l. 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
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MBE and/or SBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Speciiications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH
STANDAItD CONSTRUCTION SPECIFICATION DOCt7MENTS
Ravised August 17, 2012
HMAC Surface Oveday (2013-13)
02132
00 52 43 - 3
Agreement
Page 3 of 4
76 Article 6. INDEMNIFICATION
77
78
79
80
81
82
83
84
85
86
$7
88
89
90
91
92
93
94
95
96
97
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 provision is specificallv intended to operate
and be effective even if it is alle�ed or proven that all or some of the dama�es being
sou�ht were caused, in whole or in part, 6v any act, omission or ne�li�ence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
sabcontractors, licensees or invitees under this contract. This indemaification
provision is specifically intended to operate and be effective even if it is alle�ed or
proven that all or some of the dama�es being sou�ht were caused, in whole or in part,
bv any act, omission or ne�li�ence of the city.
Article 7. MISCELLAN�OUS
98 7.1 Terms.
99 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
100 have the meanings indicated in the General Conditions.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the City.
104 7.3 Successors and Assigns.
105 City and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon CITY and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
I 15 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Overlay (2013-13)
02132
005243-4
Agreement
Page 4 of 4
117 7.6 Other Provisions.
118 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
119 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
123
124
125
126
127
128
129
Contractor shall attach evidence of authority to sign Agreement, 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: ,jlg CONTRACTING, LLC
��
(Signature)
rm e ame)
President
Title:
City of Fort Worth
� BY� •���--.
Fernando Costa
Assistant City Manager
Date J� ��' /� '�
Attest:
City Secretary �
(Seal) � �� ��A�
. s�. � A
��
Address: ^ _ � � ��
P.O. BOX 24139 M&C C Z(o �� 6� a $
FORT WORTH, TX 76924 Date: �i o �$°w,� oo��'�
ryn000no
City/State/Zip: Approved as to Form and Legality: ��1���
V� �
Date �►�r�i�s��� B�a�k �. G l�. a c Wl • 1L�� �"C
Assistant City Attorney
130
131
132
133
134
135
136
137
138
`,��1111111I�/
�� A �i
.`���C����_R..�.T�!1/�,���'�
. •' �' : � �
� �;' LpRPORATF';�n�
='�s :
� ��� ; _
;-��:,SEAL; � �,�
O,(� • • ��` �
''/��T���������NN��.C�f� `'��
.,���,W��` Ni��ao.,>
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF
Revised August 17, 2012
AP VA RECOMMENDED:
W
Douglas Wiersig, P.E.
DIRECT ,
Transportation & Public Works
�►FFICIAL RECOR�D
�A'�'� SECI��T�AR'�
TI�N"D °I�li ��
HMAC Surface Overlay (2013-13)
02132
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
SECTION 00 61 13
PERFORMANCE BOND
00 61 13 - 1
PERFORMANCE BOND
Page I of 2
Bond No. 6067207
THE STATE OF T�XAS §
§ KNOW ALL BY THES� PRES�NTS:
COUNTY OF TARRANT §
That we, JLB CONTRACTING, LLC , known as "Principal" herein and
WESTFIELD INSURANCE COMPANY , a corporate surety(sureties, if more
than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation
created pursuant to the laws of Texas, known as "City" herein, in the penal sum of, ONE
MILLION, FIVE HUNDRED FIFTY-FOUR THOUSAND, FOUR HUNDRD ELEVEN
DOLLARS AND SEVENTY CENTS ($1,554,411.70), lawful money of the United States, to be
paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be
made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City
awarded the lOTH day of SEPTEMBER , 2013 , which Contract is hereby referred to and
made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
labor and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as HMAC SURFACE OVERLAY (2013-
13), 02132.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
24 shall faithfully perform it obligations under the Contract and shall in all respects duly and
25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
26 speciiications, and contract documents therein referred to, and as well during any period of
27 extension of the Contract that may be granted on the part of the City, then this obligation shall be
28 and become null and void, otherwise to remain in full force and effect.
29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
31 Worth Division.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
00 61 13 - 2
PERPORMANCE BOND
Page 2 of 2
Bond No. 6067207
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 WITN�SS WHEREOF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 18TH day of SEPT�MBER ,
6 20 13 .
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
ATTEST:
ri cipal) Secreta
�
Wi ss s to rincipal
� .� � -
Witnes s to Surety Elizabeth Gray
PRINCIPAL:
JLB CONTRACTING. LLC
BY: ..�!�—=-� � i
Signature
Sam Davis
Name a�i�'i e n
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
BY: t ,� � � � i �
Sig�..... '
Kyle W. Sweeney Attorney-in-Fact
^ Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
41 *Note: If signed by an ofiicer of the Surety Company, there must be on file a certified extract
42 from the by-laws showing that this person has authority to sign such obligation. If
43 Surety's physical address is different from its mailing address, both must be provided.
44 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH HMAC SliRFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
00 61 14 - 1
PAYMENT BOND
Page 1 of 2
Bond No. 6067207
1
2
3
4
5
6
I�Y'._i�.yl-�Yt► �]91LY�.SI.y
COUNTY OF TARRANT
SECTION 00 G1 14
PAYMENT BOND
§
§ KNOW ALL BY TH�S� PI2ES�NTS:
§
7 That we, JLB CONTRACTING LLC , known as "Principal"
8 herein, and W�STFIELD INSURANCE COMPANY , a corporate surety
9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
12 penal sum of ONE MILLION FIVE HCTNDR�D FIFTY-FOUR THOUSAND FOUR
13 HUNDRED ELEVEN DOLLARS AND SEVENTY C�NTS ($1,554,411.70), lawful money of
14 the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum
15 well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and
16 assigns, jointly and severally, firmly by these presents:
17 WHEREAS, Principal has entered into a certain written Contract with City, awarded
18 the lOTH day of SEPTEMBER , 20 13, which Contract is hereby referred to and made a
19 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor
20 and other accessories as defined by law, in the prosecution of the Work as provided for in said
21 Contract and designated as I-iMAC SURI+ACE OVERLAY (2013-13), 02132.
22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (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.
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
00G114-2
PAYMENTBOND
Page 2 of 2
Bond No. 6067207
1 IN WITNESS WHER�OF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this the Ic�TH day of SEPTEMB�R ,
3 20 13 .
PRINCIPAL:
JLB CONTRACTING, LLC
ATTEST:
( rin ipal) Secretary
�
Wi e as to Principal
ATTEST:
(Surety) Secretary
��� � � � ,�' �
Witness as to Surety Eliza eth Gray
5
BY:
Signature
Sam Davis
Drc�c��igCl�
Name and Title
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
Kyle W. Sweeney, Att rney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
7 bylaws showing that this person has authority to sign such obligation. If Surety's physical
8 address is different from its mailing address, both must be provided.
9
10 The date of the bond shall not be prior to the date the Contract is awarded.
11
12
�ND OF SECTION
CITY OF FORT WORTH HMAC SUP.FACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
00 61 19 - 1
MAINTENANCE BOND
Page l of 3
Bond No. 6067207
1
2
3
4
5
6
7
THE STATE OF TEXAS
CK�11��fl-ys�]�1M�1 �7���f 1'
SECTION 00 61 19
MAINTENANCE BOND
§
§ KNOW ALL BY TII�S� PRES�NTS:
§
8 That we JI.B CONTRACTING LLC , known as "Principal" herein
9 and WESTFIELD INSURANCE COMPANY , a corporate surety (sureties, if more
10 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
11 one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation
12 created pursuant to the laws of the State of Texas, known as "City" herein, in the sum of ONE
13 MILLION, FIVE HLTNDRED FIFTY-FOUR THOUSAND, FOUR HUNDRED EL�V�N
14 DOLLARS AND SEVENTY CENTS ($1,554,411.70), lawful money of the United States, to be
15 paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made
16 unto the City and its successors, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly and severally, firmly by these presents.
18
19 WHEREAS, the Principal has entered into a certain written contract with the City awarded
20 the lOTH day of SEPTEMBER , 20 13 , which Contract is hereby referred to and a made part
21 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting
23 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said
24 contract and designated as HMAC SURFACE OVERLAY (2013-13), 02132; and
25
26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
27 accordance with the plans, specifications and Contract Documents that the Work is and will
28 remain free from defects in materials or workmanship for and during the period of h�vo (2) years
29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
30
31 WHEI2EAS, Principal binds itself to repair or reconstruct the Work in whole or in part
32 upon receiving notice from the City of the need thereof at any time within the Maintenance
33 Period.
34
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
00 6l 19 - 2
MARJTENANCE BOND
Page 2 of 3
Bond No. 6067207
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was pi•ovided by City, to a completion
satisfactoiy 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
PROVID�D FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTH�R, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
00 61 l9 - 3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067207
�
3
4
5
6
7
8
9
10
11
�z
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
IN WITNESS WH�REOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the IHTH day of SEPTEMBER ,
2013 .
ATTEST:
(Prin ipal) Secretary
� / i
/ '
Witn ss as to rinc pal
ATTEST:
(Surety) Secretary
1 � /
� -
Witness a o Surety Elizabeth Gray
PRINCIPAL:
JLB CONTRACTING, LLC
BY:
Signature
Sam Davis
Name an i 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 fi�om its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SliRrACE OVERLAY (2013-13)
02132
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 Repubiic Drive, Suite 450
Piano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Repubiic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
TNIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME
POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW.
'General
Power
POWER NO. 4220052 06
Westfield Insurance Co.
``of Attorney Westfield National Insurance Co.
cER-riF�Eo coPY Ohio Farmers Insurance Co.
Westfield Center, Ohio
Know Al! Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Company" and coilectively as "Companies," duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
'i'CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALI.Y
rof FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby wnferred in its name,
place and stead, to execute, acknowledge and deliver any and ali bonds, recognizances, undertakings, or other instruments or contracts of
suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .
UMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MOR7GAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
''and to bind any of the Companies.thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
'seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & 5urety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s}-in-Fact to represent and act for
`and on behalf of the Company subject to the following provisions:
The Attorney-in-Faci. may be given fuli power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and
; deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
' I notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
''Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary."
"Be 1t 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 shali be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting
' 'held on February 8, 2000).
' •!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 seals to be hereto affixed this 20fh day of
APRIL A.D., 2011 . .
'+,,,„auw�N.., ,..o.uu�...,, • ,,,,,..uu,,, -
Corporate � ��s��,�k�•.,,�� < oN�1� " '�., WESTFIELD INSURANCE COMPANY
Seals Q`,. .,C�F t� .•`'�e;,�.- ••-!N,p''�,, ,,r• �KSU�,4 � yUESTFIELD NATIONAL INSURANCE COMPANY
. .�
Affixed��v,: .aa. �ipa_ c�or •�'-A : `�����+ '�'E`'= OHIO FARMERS INSURANCE COMPANY
_ ��.�7�:�.(`f.� ',��v.
'�;�' ''•ti �� � Y�.�
State of Ohio �""'"""�
I 'iCounty of Medina ss.:
�"�'. SEA,L •9�� �����TEQfp;��
; �;. ,:o ; _� ;.1�48 :+� ` `� � .
G � :� �i�
'����h�n •k ••'�`���,,,, '''��'�ui.u�aa•••'••`` By:
����^�' Richard L. Kinnaird, Jr., Nationa! Surety Leader and
Senior Executive
On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides'in. Medina, Ohio; that he is Senior Executive of WESTFIEID INSURANCE COMPANY, WESTFIE�D
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
'instrument; that he knows the seals of said Companies; that the seais affixed to said instrument are such corporate seals; that they were so affixed
by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Notariai ��,,.�«��N.u,,,w � .
Seal . r�\ a L. S.� '
AKxed ��������//%'..F"��.
, Z :/!. . f,_
• �^l� •. William J. Kahelin, A rney at Law, Notary Public
5tate of Ohio :,�� ��o My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
�ounty of Medina ss.: , y o•t��,
��'" �,.b.�«�•`�
I, Frank A._ CaYrino, Secretary of WESTFIElO I.NSURANCE COMPANY, WESTFIELD NATIONAI. INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby. certify that the abov.e and foregoing fs a true and corred copy of a Power of Attorney, executed by said
'^ompanies, which is stiit in fuli force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Alogm�ey are
in full force a�d effect.
In Wit ss Whereof, ,L��xe hereunto set my hand and affixed the seals of saicJ Com�ia��ies at Westfield Center, Ohio, this day of
S0pt0ri1�0P q,p, L ,� .
'i,,,,„w.wlN, � .,...��ie..�.,,i ,.�,,,„�uu4��
r�• a•ytiR.�,y�:�; `.,`'P-(1C)NA� �ti�.,, t•_c11lSl/Ri: �
�� °��•.oy ~�+� 4� � Q' � ���.G,p -
N i��.t.CAL t�'b � `��. SE� .�m c
�'�i�% Y�io` �r Y�� : ��. •'O:
�`'^^��.,�.«.�""'�
�
; ; 1�48 ;
+' ._-•_. '.
� � t
/ �' �--' ` � �"���1�/LA.�,.Q Seeretary
Frank A. Carrina, �e�reta�y
�., ;;,.,,,..•.
�3POAC2 (combined) (06-02)
",
S'I'ANDARD �EI�1lCRAL CONI)ITIONS
OF THE COI�dSTRUC'T'ION CONT1aACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augttst 17, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 —Definitions and Terminology ..........................................................................................................1
1.01 Defined Terms ...............................................................................................................................1
1.02 Terminology ..................................................................................................................................6
Article2 —Preliminary Matters .........................................................................................................................7
2,01 Copies of Documents .................................................................................................................... 7
2.02 Commenceinent of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Worlc .......................................................................................................................... 8
2.04 Before Starting Constiuction ........................................................................................................8
2.05 Preconstruction Conference .......................................................................................................... 8
2.06 Public Meeting ..............................................................................................................................8
2,07 Tnitial Acceptance of Schedules .................................................................................................... 8
Article 3— Contract Documents; Intent, Amending, Reuse ............................................................................ 8
3.01 Tntent ..............................................................................................................................................8
3.02 Reference Standards ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies .......................................................................................9
3.04 Ainending 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 Environrriental
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 Labor; Worl<ing Hours ................................................................................................................20
6.03 Services, Materials, and Equipment ........................................................................................... 20
6.04 Project Schedule ..........................................................................................................................21
6.05 Substitutes and "Or-�quals" .......................................................................................................21
6.06 Concerning Subcontractors, Suppliers, and Others ....................................................................24
6.07 Wage Rates ..................................................................................................................................25
6.08 Patent Fees and Royalties ...........................................................................................................26
6.09 Permits and Utilities ....................................................................................................................27
6.10 Laws and Regulations .................................................................................................................27
6.11 Taxes ........................................................................................................................................... 28
6.12 Use of Site and Other Areas .......................................................................................................28
6.13 Record Documents ......................................................................................................................29
6.14 Safety and Protection ..................................................................................................................29
6,15 Safety Representative .................................................................................................................. 30
6.16 Hazard Communication Programs .............................................................................................30
6.17 Emergencies and/or Rectification ...............................................................................................30
6.18 Submittals ....................................................................................................................................31
6.19 Continuing the Work ...................................................................................................................32
6.20 Contractor's General Warranty and Guarantee ..........................................................................32
6.21 Indemni�cation ......................................................................................................................... 33
6.22 Delegation of Professional Design Services ..............................................................................34
6.23 Right to Audit ..............................................................................................................................34
6.24 Nondiscrimination .......................................................................................................................35
Article7- Other Worlc at the Site ...................................................................................................................35
7.01 Related Work at Site ...................................................................................................................35
7.02 Coordination ................................................................................................................................36
Article 8- City's Responsibilities ................................................................................................................... 36
8.01 Communications to Contractor ................................................................................................... 36
8.02 Furnish Data ................................................................................................................................36
8.03 Pay When Due ............................................................................................................................ 36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change Orders .............................................................................................................................36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
8.07 Limitations on City's Responsibilities ....................................................................................... 37
8.08 Undisclosed Hazardous Environmental Condition .................................................................... 37
8.09 Compliance with Safety Program ...............................................................................................37
Article 9- City's Observation Status During Construction .................................................................
9.01 City's Project Representative ...........................................................................................
9.02 Visits to Site ......................................................................................................................
9.03 Authorized Variations in Work ........................................................................................
9.04 Rejecting Defective Work ................................................................................................
9.05 Determinations for Work Performed ................................................................................
9.06 Decisions on Requirements of Contract Documents and Acceptability of Worlc...........
.,........37
.......,.. 37
.......... 37
.......... 3 8
.......... 3 8
..........38
.......... 38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Ariicle 10 - Changes in the Work; Clainzs; Extra Worlc
10.01 Authorized Changes in the Worlc ..............
10,02 Unauthorized Changes in the Worlc ,.........
10.03 Execution of Change Orders ......................
10.04 Extra Woric .................................................
10.05 Notification to Surety .................................
10.06 Contract Claims Process ............................
...............................
................................
................................
................................
................................
................................
............................................. 38
............................................. 38
............................................. 39
............................................. 39
............................................. 39
............................................. 39
............................................. 40
Article 11 - Cost of the Worlc; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41
11.01 Cost of the Worlc .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Worlc ..........................................................................................................................44
11,04 Plans Quantity Measurement ......................................................................................................45
Article 12 - Change of Contract Price; Change of Contiact 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 Worlt ......................48
13.01 Notice of Defects ........................................................................................................................ 48
13.02 Access to Worlc ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering Worlc ........................................................................................................................49
13.05 City May Stop the Worlc .............................................................................................................49
13.06 Correction or Removal of Defective Worlc ................................................................................50
13.07 Correction Period ........................................................................................................................50
13.08 Acceptance of Defective Worlc ................................................................................................... 51
13.09 City May Correct Defective Worlc .............................................................................................51
Article 14 - Payments to Contractor and Completion .................................................................................... 52
14.01 Schedule of Values ......................................................................................................................52
14.02 Progress Payments ......................................................................................................................52
14.03 Contractor's Warranty of Title ................................................................................................... 54
14.04 Partial Utilization ........................................................................................................................55
14.05 FinalInspection ...........................................................................................................................55
14.06 Final Acceptance ......................................................................................................................... 55
14.07 Final Payment ..............................................................................................................................56
14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56
14.09 Waiver of Claims ........................................................................................................................ 57
Article 15 - Suspension of 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 Procedures ..................................................
...................................................... 61
...................................................... 61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Auguct 17, 2012
Article17 — Miscellaneous ..............................................................................................................................62
;" 17.01 GivingNotice ..............................................................................................................................62
, 17.02 Computation of Times ................................................................................................................ 62
17.03 Cttmulative Reinedies ................................................................................................................. 62
17.04 Survival of Obligations ...............................................................................................................63
� 17.05 Headings ......................................................................................................................................63
�
� t, CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
� Revision: August 17, 2012
�
cieneral l.'o��d inons
P�ge i of 63
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Definecl Te�°i�zs
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 �vords denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always, Wl�en used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specilicaily defined, terms with initial
capital letteis in the Contract Documents include references to identified art�cles and paragraphs,
and the titles of other docutnents or forins.
1, Addenda—Written or graphic instruments issued prior to the opening of Bids wl�ich clarif�,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2, Ag��eement—The written instrument which is evidence of the agreement between City and
Contractor covering the Worlc.
3. Application fo�° Payment—The form 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 s�ich supporting documentation as is required by the Contract Documents.
4. Asbestos—Any inaterial 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. Alvard — Authorization by the City Council for the City to enter into an Agreament,
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. Bzdder—The individual or entity who submits a Bid directly to City,
8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Reqzcirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays obse�ved by the City.
11. Buzzsaw — City's on-line, electronic document management and collaboration system,
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision; August 17, 2012
Ueneral l;oncirt�ons
Page 2 of 63
13. Change O�°de�°—A document, which is prepared and approved by the City, which is signed
by Contractor and City and aLtthorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, ot• 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 �he City of Foi�t Worth is by Charter vested in the City Manager and is the entiiy
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorrzey — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. Ciry Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly auihorized representative,
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
concerning the Worlc. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents—Those items so designated in the Agreement. All items listed in the
,' Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral C:ontlrtions
Page 3 of 63
25. Dcrr���crge Claims — A demand for inoney or services arising from the Project or Site fi•om a
third party, City or Contractor e;cclusive of a Contract Claim.
26. Dcry or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Dii�ecto�� of Avzation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, 1 exas, or his duly appointed representative, assistant, ar agents.
28. Di�°ecto�� of Par•l�s ancd Cor��inu��ity Services — The officially appointed Director of the Parl<s
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning und Development — The officially appointed Director of the Plaiming
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Ti°anspoytation Public Wo��Irs — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents,
31. Director of Wate�° Departn�ent — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Worlc 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. Enginee�—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Worlc — Additional worlc made necessa�y by changes or alterations of the Conh�act
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra worlc shall be part 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. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
C;eneral Lonqrtions
Page 4 of 63
38. Fr.'nal h�,snection. — Inspection can•ied out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contraet Doeuments.
39. Gene�-al Requir�ement,s—Sections of Division 1 of the Contract Documents.
40. Hazardoz�s Ei�vironmental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time,
42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Lzens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of worlc included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Awa�°d—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 perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, lcerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August ]7, 2012
Cieneral l:onc! itions
Page 5 of 63
51. Pr•oject Schedz�le—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and dtu�ation of the aetivities comprising
the Contractor's plan to accomplish the Worlc within the Contract Tiine.
52. Project—The Worlc to be performed under the Contract Documents.
53. Pi�oject Representative—The authorized representative of the City who will be assigned to
the Site,
54. Public Nteeting — An announced meeting conducted by the City to facilitate public
participation aud to assist the public in gaining an informed view of the Project.
55. Rac�ioactive 11�Iate�°ial—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended fi•om time to time.
56. Regi�lctr Worizing Hoz�r•s — Hours beginning at 7;00 a.m, and ending at 6:00 p.m., Monday
thiu Friday (excluding legal holidays).
57. Samples—Physical exainples of materials, equiprnent, or worlcmanship that are
representative of some poi-tion of the Woric and which establish the standards by which such
portion of the Worlc will be judged.
58. Schedule of Subn7ittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the 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 part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and worlcmanship as applied to the Worlc, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically rnade a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project. �
62. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
liencral l:ondrtions
Page 6 of 63
63. Szrbmittals—All drawings, diagrams, illush�ations, schedttles, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
� Contractor to illustrate some poi-tion of the Worlc.
64. Successfi�l Bzcic�e�•—The Bidder submitting the lowest and most responsive Bid to r�vhom 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. Szrpplementary Condztions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier—A manufactut•er, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be inco�porated in the Worlc by Contractor or Subcontractor.
68. Underground 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 Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p,m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work—The entire construction or the various separately identifiable parts thereof required to
' be provided under the Contract Documents. 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 furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A worlcing day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral c,'onctiUons
Page 7 of 63
l. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of lilce effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of lilce effect or import are used to describe an action or deteimination of City as to
the Woric. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Worlc for compliance with the information in the
Contract Documents and with the design concept of the Project as a fiulctioning whole as
sllown or indieated in the Contract Documents (unless there is a speeific statement indicating
otherwise).
C. Defective:
The word "defective," when modifying the word "Work," refers 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 requirelnents 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. Fzcrnish, Install, Perform, Provzde:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Worlc including all necessary labor, materials, equipment,
and everything necessary to perfoim the Worlc indicated, unless sp�cifically 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 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will comrnence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed rnay be given at any time withzn 14 days after the Effective Date of the Agreement.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l:ondiuons
Page 8 of 63
2.03 Starting tlze yVork
Contractor shall start to perform the Worlc 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 Befoi°e Sta�^ting Const�°uction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Worlc.
2.05 P�^econstracctio�Z Cof2fe�°ence
Before any Worlc at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not inobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo� to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, foimat and style. Some Speciiication 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 sireamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l;onclriions
Page 9 of 63
section. The Conh�actor shall not talce advantage of any variation of forin, forinat or style in
malcing Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Worlc under the
Contract Docuinents and provide a complete Project whether or not the cross refe�•encing is
provided in each section or whether or not the cross referencing is complete.
3.02 Refer�ence Standa�^ds
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 referenee be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, inanual, or code, or any instiliction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Worlc or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3,03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
Contractor's Review of Contract Documents Before Starting Work: Before undei�taking each
pai�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
written interpretation or clariiication from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contr•act Documents During Pet�formance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Worlc affected thereby (except in an emergency as required by Paragraph
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATtON DOCUMENTS
Revision: August 17, 2012
venerai wnaiuons
Page 10 of 63
6.17.A) itntil an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, ei�or, ambiguity, or
discrepancy in the Contract Doculnents unless Contractor had actual laiowledge thereo£
B. Resolving Discrepancies:
l. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Docuinents shall talce precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2, In case of discrepancies, figured dimensions shall goveni over scaled dimensions, Plans shall
govein over Specifications, Supplementary Conditions shall govein over General Conditions
and Specifications, and quantities shown on the Plans shall govein over those shown in the
proposal.
3.04 Amending and Supplementing Contract Docunaents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Worlc 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 Worlc 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 ofDocuments
A. Contractor and any Subcontractor or Supplier shall not:
l. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo fl prepared by or bearing the seal of Engineer,
including electronic media editions; or
2, reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
l;encrai L'ondrtions
Page I 1 of 63
B. The prohibitions of this Paragraph 3.05 will suivive final payment, or termin�tion of the
Conh�act. Nothing herein shall preclude Contractor fi�om retaining copies of the Conh•act
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, ar• by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also laiown as hard copies) and other
Specifications referenced and located oil the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving part�. Any conclusion or ulformation obtained or derived fiom such eleetrouic files
will be at the user's sole rislc. If there is a discrepancy Uetween the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party malces no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application pacicages, operating systeins, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILABILTTY OF LANDS; SUBSURI�'ACE AND PIIYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITiONS;12EFERENCE POINTS
4,01 Availabilzty 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 structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2, The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a cun•ent statement of record
legal title and legal description of the lands upon which the Work is to be performed. �
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Uenerai l.'onU�tions
Page 12 of 63
C. Contractor shall provide for all additional lands and access thereto that may be required for
� construction facilities or storage of materials and equipinent.
4.02 Sirbsut face a��d Physiccal Conditions
A. Reports crnd Dr°awzngs: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings lcnown to City of physical conditions relating to existing surface ot•
subsurface structures at the Site (except Underground racilities).
B. Limited Reliance by Cont�°actor on Techniccrl 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 Suppleinentary
Conditions. Contractor may not malce any Contract Claiin against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
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 work of the character provided for in the Contract
Documents;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
liCI1Cf8) l.'OOd ICIOIIS
Page 13 of63
then Contractor shall, promptly after beGpn�ing aware thereof az�d before fui-lher disturbing the
subsurface or physical conditions or perPora�ing aiiy VJorlc in coiu�ection therewith (eacept ii� an
einergency as required by Paragraph 6.1`l.A), i�otify City in writing about such condition.
B. Possrble Prrce crr7d Tinze Ac�jz�st�ne�ts
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if;
1, Contractor lalew of the existence of such conditions at the time Contractor made a final
conunztment to City with respect to Contract Price and Conh�act Time by ihe suvmissio�z of a
Bid or becoming bouzld under a negotiated eontract; or
2, the existence of such condition could reasonably have been discovered or revealed as a result
of the eYainination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as rec�uired by Paragraph 4.03.A.
4,04 UndeNgr�oarnd Facilities
A. Sl�own or Indr.'cated: 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
inforination and data furnished to City or Engineer by the owne�•s of such Undergratuld
Facilities, including Ciiy, or by others. Unless it is otherwise expz�essly provided in the
Suppleinentary Conditions:
l. City and Engineer shall not be responsible for the aecuracy 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 Contr•actor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Worlc.
B. Not Shown or Indicated:
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 fixrther disturbing conditiol�s affected thereby or performing any
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Ueneral C:onUrt�ons
Page 14 of 63
Work in connection therewith (except in an en�ergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
Ciiy will review the discovered Underground Facility and determine tl�e 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, strucfures, and service lines shall include notification of all
utility coinpanies a minimum of 48 hours in advance of cotlstruction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for constiuction, which in
City's judgment are necessary to enable Contractor to proceed with the Worlc. City will provide
construction stalces or other customary method of rnarking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgeworlc. Contractor shall
protect and preserve the established reference points and property monuments, and shall malce no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations, The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
� willfully destroyed, disturbed, or removed by the Contractor or any of his employees, ihe full
cost for replacing sueh points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
lcnown to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their o�cers,
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
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
l;ener�l l:onuiUons
Page I S of 63
constructioi� to be employed by Contractor and safety precautions and programs ineident
thereto; or
2. other data, interpretations, opinioizs and information cont�ined in such reports or showil or
indicated in such drawings; or
3. any Contractor interpretatiou of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or infoimation,
C. Contractor shall not be responsible for any Hazardous Environmental Condition ttncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications nr 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 inaterials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Enviromnental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
irnmediately: (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) notify City (and promptly thereafter confirm such notice in vtniting).
City may consider the necessity to retain a qualified expert to evaluate such condition or talce
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required peznlits 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 Work 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
conditio�is, then City may order the portion of the Worlc that is in the area affected by such
eondition to be deleted from the Worlc. City may have sueh deleted portion of the Woric
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Cont�actor shall indemn� and hold
harmless City, fi�om and agar.'nst all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineer�s, a�chitects, attorneys, and other professionals and all court
or arbitratzon or° other dispute resolution costs) ariszng out of or relating to a Hazardous
Environmental Conditzon created by Contractor or by anyone for whom Contractor is
responsible, Nothing in thzs Pcrrag�°aph 4. 06. G shall obligate Contractor to zndemnify any
individual or entity from and against the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4,02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l.'onqrtions
Page 1G of63
ARTICLE 5— BONI)S AND INSURANCE
r
5.01 Licensed Su��eties and Inszrrer�s
Ali bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained fi•om surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for ihe limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementaiy Conditions.
5.02 Performance, Payment, a»d Nlaintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the 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 foim prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bai�lcrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Uenerai l.'ondiuons
Page 17 of 63
2. The Contractor's �eneral liability instu•ance shall include a, "per project" or "per locaiion",
endorsement, which shall be ideutified in the certificate of inst�rance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete iii its entirety, and show complete insurance carrier naines as listed in
the cui7•ent A.M, Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Te;cas. Except for worlcers' compensation, all insurers inust have a minimum rating of A-:
VII in the cui7ent 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, v�nitten approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City, In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be 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 shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occun•ence 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 cover�age is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsemerits
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l.'on<litions
Page l 8 of 63
lieu of traditional insurance, alteriiative coverage maintained through 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
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reseives 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 party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incoiporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may malce any reasonable requests for deletion or revision or
inodifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employe�s' Lzability. Contractor shall purchase and maintain such
insuranee 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 Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Worlc 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 Worlc, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the cuy�rent 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
Uenerai C.'onUrtions
Page 19 of 63
instivance or self insurance pi•ograms afforded to the City. The Commercial General Li�bility
policy, shall have no exclusions by endol�seinents that would alter of nttllify premises/operations,
products/completed operations, contractual, personal injiuy, or advel�tising injury, which are
noi7nally contained wit17 the policy, unless the City approves such exclusions in writing,
For construction projects that present a substantial completed operation exposure, the City may
�•equire the contractor to maintain completed operations coverage for a mii�imum of no less than
tivee (3) years following the coinpletion of the project (if identified in the Supp�enlent�ry
Conditions).
C. Aa�tomobile Liabiliry. A conunercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the worl<,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Worlc, or by anyone
for whose acts any of them may be liable.
D. Railroac� Pr�oteetive Liabilily. If any of the worlc or any warranty work is within the limits of
railroad right-of-way, the Contractor shall colnply with the requirements identified in the
Supplementary Conditions.
E. Notification of Policy Cancellatior�: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procuz•ed. There shall be no time credit for days not worlced pursuant to this section.
5,05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-con%rmance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Worlc, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Worlc competently and efficiently, devoting
such attention thereto and applying such slcills and expertise as may be necessary to perfoim the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
rneans, methods, teclu�iques, sequences, and procedures of construction.
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lreneral l;ondihons
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 �vithout 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 coinmunication given to or received from the Superintendent shall be
bindiug on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor�; YVorking Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Conh�act 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 ihe Worlc or property at
the Site o�• adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performanee of Worlc beyond Regular Worlcing Hours or for Weelcend Woricing Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
eleetronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weelcend 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, Materzals, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents, All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August ]7, 2012
�;enera� conmtions
Page 2 t of 63
C. All materials and equipuzent to be incotporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with inshuctions of
the applicable Supplier, eYcept as otherwise may be provided in the Contract Documents.
D. All items of standai•d equipment to be incoiporated into the Worlc shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
ContractoY• shall submit to City for acceptance (to the extent indicated in Paragraph 2,07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification O1 32 16,
3, Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order,
6.05 Substitutes and "ON-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, fiinction, 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 items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below,
1. "Or-Equal " Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the puiposes 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 DOCUMENTS
Revision: August 17, 2012
Ueneral C:onUrt�ons
Page 22 of 63
2) it rvill reliably perform at least equally well the fiinction and achieve the results
; imposed by the design concept of the completed Project as a funetioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incoiporated into the Woric:
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 na�ned in the
Contract Documents.
2. Szcbstitute Ite�ns:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an"or-equal" item under Paragraph 6.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall malce written application to City for review of a proposed substitute item
� of material or equipment that Contractor seeks to furnish or use. The application shall
' comply with Section O1 25 00 and:
1) shall certify that the proposed substitute item will:
a) perfoim 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 worlc on the Project) to adapt the design to the proposed
substitute item;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
liencral C,'ondrtions
Page 23 of 63
c) whether incorporation or Lise of the proposed substitt.ite item in connection �vith
the Worlc is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement seivices; and
4) shall contain an itemized estiinate of all costs or credits that will result directly or
indirectly fi�om use of such substitute item, including costs of redesign and Dalnage
Claims of other contractors affected by any resulting change.
B. Substitzcte Coi�st��ztction Metl�ods o�° P�°ocec�zcr�es: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitirte means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient infoimation to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall inalce written application to City for
review in the same manner as those provided in Paragraph 6.OS.A.2,
C. City's Evaluatzon: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05,A and 6.OS.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless Ciry and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) ariszng out
of the ztse of substituted materials or� equipment.
E. City's Cost Reirnbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS,B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute, Contractor may also be required to
reimburse City for the charges for malcing changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATiON DOCUMENTS
Revision: August 17, 2012
vcnuiai wnu�uuns
Page 24 of 63
G. Cit�� Substititite Reiinbui�sement: Costs (savings or charges) attributable to acceptance of a
substit�rte shall be incorporated to the Contract by Change Order.
H. Time Exter�scons; No additional time will be granted for substitutions.
6.06 Concerni�2g Subcontrcactors, Suppliers, and Others
A. Contractor shall perform with his own organization, worlc of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. 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 fiirnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C),
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Entef pNzse Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall,
regarding actual
therefor.
upon request by the City, provide complete and accurate infoimation
work performed by a MBE and/or SBE on the Contract and payment
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
l;enerai l:ondiUons
Page 25 of 63
l, shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Stipplier 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 sueh Subcontractor, Supplier, or other individual or entity except as may otheitivise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Worlc of
Subconiractors, Suppliers, and other individuals or entities perfoi-ming or furnishing any of the
Worlc under a direct or indirecf contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or fiirnishing any
of t11e Worlc shall c�mir�unicate �cvith City through Contr�ctox.
H. All Worlc performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appi•opriate agreement between Contractor and the Stxbcontractor or Supplier which specitically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevcailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Te�as Govei-nment Code (as amended), including the payment of not less than tlie
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty fo� 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
calendar 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
administratzve costs, pursuant to Texas Government Code 2258.023.
C. Cotnplaznts of Vzolcrtions and City Determination of Good Cazrse. On receipt of information,
including a complaint by a worker, concerning an alleged violatinn of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall malce an initial
dete�nlination, 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 City shall retain the full amotau�ts 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
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augurt 17, 2012
t;enerai l;oncliuons
Page 26 of 63
D. A��bztraCion Recjz�ired if Vzolation 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 subinitted 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 malces its initial deteimination 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. Recor°ds to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the worlc, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Worlc provided
for in this Contract; and (ii) the actual per diem wages paid to each worlcer. The records shall be
open at all reasonable hours for inspection by the City. The pi•ovisions of Paragraph 6.23, Right
to Audit, shall pei-tain to this inspection.
F• Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in tha
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual lcnowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infi°ingement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral C.'ontlriions
Page 27 of E3
tl�e i»cor�ot°ation i�� tl�e Wor�k of crny i»vention, desig�z, p�°ocess, pr�oc�zict, or devr'ce not specrfred
rn the Cof��t�°crct Doczrme�ts.
6,09 Pe�°mits crrul Utilities
A. Contr�actor obtur.'i�ed per�mits c�nd licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when neeessary, in obtaining such permits and lieenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Worlc which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date o� the Agreement, except for perinits provided by the City as specified in 6.09.B,
City shall pay all charges of utility owners for coimections for providing permanent service to the
Worlc.
B. Ciry obtuinecl perrnits a»c� licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit, If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are pennits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstarrding permits and licenses. The City anticipates acquisition of andlor access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementaty 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. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for inonitoring Contractor's
eompliance with any Laws or Regulations.
B. Tf Contraetor performs any Worlc lcnowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all clairns, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
l;enerai l.'onditions
Page 23 of 63
�� cotu-t 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 lcnown at the time of opening of Bids having an effect on
the cost or time of performance of the Worlc may be the subject of an adjustment in Contract
Price or Contraet 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 compiy with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the iax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://www.window.state.tx.tis/taxinfo/ta�cfornls/93-fonnslitml
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas pennitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to iinish the
section on which operations axe in progress before work is commenced on any additional
area of the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral C:onArt�ons
Page 29 of 63
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Worlc, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pzn�•szra»�t to Pa�°ag�°aph 6.21, Contr�actor� shcrll inden��n� cr»d %old hcry�»2less Ciry, fi^or�� ca��cl
czgazrrst czll elcrims, eosts, losses, crnd cla�zages ar�isi�zg oirt of o�° �°elati��g to cany elcri�n oj�
ccction, leg�cl o�° eqzcitable, bs°ought by any such otivner oj° occzrpar�t cagccr.'nst City.
B. Removcrl of Debr�is Ditr•ing Performanee of the YVot^k: During the progress of the Worlc
Contractor shall lceep the Site and other areas fi•ee from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaizing: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactoiy to the City, if the Contractor
fails to coi7•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�n�itten
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleanin.g: Prior to Final Acceptance of the Worlc Conh�actor shall clean the Site and
the Worlc and make 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, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Worlc.
E. Loading Structures: Contractor shall not load nor peimit 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 adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the 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 Protectzon
A, Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their worlc, nor for compliance with applicable safety Laws and Regulations, Contractor shall
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFCATION DOCUMENTS
Revision: August 17, 2012
uenera� Lonaitions
Page 30 of 63
talce all necessary precautions f'or the safety of, and shall provide the necessaiy protection to
prevent damage, injury or loss to:
1, all persons on the Site or vvho may be affected by the Worlc;
2. all the Worlc and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, sh•uctures, utilities, and Underground Facilities not designated for
' removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
' persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Worlc may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with ihe applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard cornmunication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral Londrtions
1'age 3 I of 63
changes in the Worlc or variations from the Contract DocumenYs have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action tal<en by Contractor in response to such an elnergency, 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 «nitten notice that such worlc or changes are to be pea�formed,
The written iiotice shall d'u•ect attention to the discrepai�t condition and request the Contractor to
talcc remedial action tn correcfi thc conditiotl, Tz� the event the Coi�tractar does not talce p�sitive
steps to fulfill t11is v�n�itlen request, or cioes not show just cause fot� not talciri� the pi-op�r action,
within 24 hours, the City may take such remeclial action �vitl� Gity forces or by coY�tract. 1 he City
shall deduct an annount equal to the entire costs for st7ch remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittczls
A, Contractor shall submit required Subinittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each subn�ittal 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 i•espect to quantities, dirnensions,
specified perfonnance and design criteria, materials, and similar data to show City the
serviees, 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 shalX be executed in conformity with the Contract
Docunnents unless othe�tivise required by City.
4. When Submittals are submitted for the puipose of showing the installation in greater detail,
their review shall not excuse Contractor fioin requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
tak� responsive action may be so identified in the Gontract Documents.
6, Submit z•equired nwnber 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 SPECTFCATION DOCUMENTS
Revision: August 17, 2012
l;enerai l,onUrtions
Page 32 oY 63
B. Where a Submittal is required by the Contraci 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. City's Review:
l. City will provide timely review of required Submittals in accordance with the Schedule of
Subrnittals 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 expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section O1 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor fiom responsibility for
complying with the requirements of the Contract Documents.
6,19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Worlc and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all 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 DOCUMENTS
Revision: August 17, 2012
(ieneral l:ontliUons
Page 33 of G3
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 Conh•actor's obligation to perform
the Worlc in accordance with the Contract Docuinents:
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 Worlc or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Worlc by Ciiy,
D. The Contractor shall remedy any defects or damages 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 Worlc 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 obseived defects with reasonable promptness.
6.21 Indemni�cation
A, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its of�cers, servants and employees, from and against any and all claims
arising out of, or alleged to arise ont of, the v�vorlc and services to be performed by the
Contractor, its of�cers, 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 ALLE ED OR PROVEN THAT ALL
OR SOME OF T�-IE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN
PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and canses 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
STANDAIZD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral l:ontlitions
Page 3�# of 63
SPECIFICALLY INTElVDED TO OPERATE AND BE EFF�CTIVE EVEN IF TT IS
ALLEGED OR PROVEN THAT ALL OR SOIVIE OF THE DAMAGES BEING SOUGHT
WEItE CAUSED, IN VVHOLE OR IN PART BY ANY ACT OlVIISSION OR
NEGLIGENCE OF TI�E CITY.
6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such seivices are
specifically required by the Contract Documents for a portion of the Worlc or unless such
services are required to cany out Contractor's responsibilities for constiuction means, inethods,
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 seivices or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certiiications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checicing for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular 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 books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Ueneral l;ondrtions
Page 35 oF63
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in eompliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed,
6.24 Noncliscrzinzncrtioi�
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Ci>>il Rights Act of 1964 as amenc�ecl: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perforrn other worlc related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other worlc is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to startiiig any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other 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 make its several parts come
together and properly integrate with such other worlc. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' worlc with the written consent of City and the others whose
woric will be affected.
C. If the proper execution or results of any part of Contractor's Worlc depends upon worl< 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 work 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 Worlc except for latent defects in the worlc provided by others.
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral l.'ontlrtions
Page 36 of 63
7.02 Coordination
A. If City intends to contract with otheis for the performance of other worlc on the Project at the
Site, the following will be set forth in Supplementary Conditions:
l. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2, the specif c matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Comi�zunications to Contf•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 and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4,05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8,05 Change O�ders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
CienerZi l;onUiUons
Page 37 of 63
8.07 Li»�itatio��s of7 Cil��'s Responsibilities
A, The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, tecluliques, sequences, or procedures of consh•uction, or the safety
pz•ecautions and programs incident tlzereto, or for any failure of Coiitractoz• to comply with Laws
aiid Regulations applicable to the perlormance of the Worlc. City will ixot be responsible for
Contractoi•'s failure to perforn� the VJorlc in a�cordance with the Coxltract Docu�nents,
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Ur�disclosed Haza�•dozrs Envir�onrrZental Coi�dition
City's responsibility with respect to an undisclosed Hazardous Enviromnental Condition is set forth
in Paragraph 4.06.
8.09 Cornpliance ��it%i Safety P��ogram
While at the Site, City's employees and representatives s11a11 conlply with the specific applicable
z�equirements of Contractor's safety programs of which City has beet� informed pursuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. �he duties
and responsib�lities and the limitations of authority of City's representative durin� construction are
set forth in the Contract Documents, 'The Pi�oject 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 arder to obsei^ve the progress that llas been
made and the quality of the various aspects of Contractor's execut�d Work, Based on
infor�nation obtained during such visits and observations, City's Project Representative will
determ�ne, in general, if tha Worlc is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to malce exhaustive or cantinuous inspections
on the Sit� to checic the quality or quantity of the Work, City's ��roject Represei�tative's efforts
will be directed toward providing City a greater degree of confidence that the completed Worlc
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral l,'on<lrtions
P�ge 38 of 63
9.03 Aarth�of��izec� I/uj°icatzons ir� Wo�°Ic
�� City's Project Representative may authorize minor variations in the Worlc froin the requirements of
the Contract llocuments which do not involve an adjtistment in the Contract Price or ihe 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 ou Contractor, who shall perform the Worlc involved promptly.
9.04 Rejecting Defective Worlc
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Docuinents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Worlc as provided in Article 13, whether or not the Worlc is fabricated, instailed, or
completed.
9.05 Determinations for WoNk Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Cont�act Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue refened will be iinal and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra worlc.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augtst 17, 2012
lieneral l;ondrtions
Page 39 of 63
10.02 Ui�caztthorized Chan�ges in the YVo�°Iz
Contractor shall not be entitled to an increase in the Contract Price or an e�tension of the Contract
Time with respeet to any worlc performed that is not required by the Contract Docun�ents as
amended, modified, or stYppleinented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execz�tion of Ch�rnge O��clers
A. City and Conh�actor shall execute appropriate Change Orders covering:
1. changes in the Worlc which are: (i) ordered by City pursuant to Paragraph lO,OI.A, (ii)
required because of acceptance of defective Worlc under Paragraph 13,08 or City's correction
of defeetive Worlc 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 parties, including
any undisputed sum or amount of time for Worlc actually performed.
10.04 Extra Wor°Iz
A. Should a difference arise as to what does or does not constihtte 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 pursuant to
Paragraph 10.06.
B. The Contractor shall filrnish the City such installation records of all deviations fi�om the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of 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 incurs as a result or relating to the
change or Extra Work, 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 Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
tienerai Lonmtrons
Page 40 of 63
10.06 Cont�°act Claims PNocess
A. Ciry's Decision Required: All Contract Ciaims, except those waived puisuant 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 otheitivise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Clai�ns.
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 malcing 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 fiom the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment io which the Contractor believes it is entitled as a
result of said event.
6, The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
>
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lienerai l;onditions
Page 4I of 63
D. City's written action under Paragraph 10.06.0 will be final and binding, tuiless City or
Conh�actor 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 Conh�act Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUI2EMENT
11,01 Cost of the Wor�k
A. Costs Inclz�ded.• The tei-�n 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 perfoimance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the 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 iteins:
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 Contractor. Such
employees shall include, without limitation, supei•intendents, foremen, and other personnel
employed full tiine on the Worlc. Payroll costs for ernployees not employed full time on the
Worlc shall be apportioned on the basis of their time spent on the Worlc. Payroll eosts shall
include;
a. salaries with a 55% marlcup, or
b. salaries and wages plus the cost of fi�inge benefits, which shall include social security
contributions, unemployment, 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 incorporated in the Worlc, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereo£ All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Worlc.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
� �
_ �
_ �
May 06, 2013
Conatser Construction TX. LP
PO Box 15448
Fort Worth, TX 76119
Re: Acceptance Letter
Project Name: 2007 Critical CIP District 5-C
Project Type: 01, 02, 03, 04
Project Ns: 000950
ll.O.E. Ns: 5878
Contract Na: 41806 Dated: N/r�
To: `Y/hom It May Concern:
On July 27, 2012 a final inspecrion �vas made on the subject project There were punch list items idenrifted at that
time. 'Ihe punch list items ��ere completed on Augtist 06, 2012. The final inspecrion and the corrected punch list
items indicate that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The
warranty period will start on August 06, 2012, which is the date oE die punch list completion and will extend for
(2) years in accordance with the Contract Documents.
If you have a;
Yours Truly,
Khal Jaafari �
KJ/efb
his letter of acceptance, please feel free to contact me at 817-392-7872 ,
�
cc: Douglas `�. �Yliersig, P.E., Director, T/PW
George Behmanesh, P.E., T/PW
Gordon Alderman, P.E., Traffic Engineer
Sean Phillips, Superintendent, T/P1�1
Frank Crumb, P.E., Water Department
)ohn Pick�voad, PACS
Nzjib Fares , Program Manager
Dannenbauin Engineering, Consultant
Conatser Construcrion, Contractor
N/i�, Developer
Dennis Rodgers, Supervisor, T/P�Y/
John Crowley, Inspector, T/P�Y1
FILE
TRANSPORTATION AND PUBLdC WORKS DEPARTMENT
Tiir. CiTv o�• F<>t;•r Li�`okTE; * 8851 C.�n�r> Gi;�vir. B��ut.c��,�au " 3iiu Fux�k * Fc�a•r Wr>a�rf�, Tex.�s 7f I 16
81 ?-392-8306 * F:�x 817-392-7895
��'., Printed on recycled paper
. �,�' ; �-h"'.=, ,.
�I;�y 08, 2013 � `4� `
RKM Utility Services, Inc.
1544 Valwood Parkway, Ste, 100
Carrollton, Texas 75006
Re: Acceptance Letter
Project Name: 2008 Capital Improvement I'rogram Contiact 7B
Project Type: 01, 02, 03, 04
Project JV"s: 01235
D.O.E. N's: 6159
Contiact Ns:
Dated: N/A
To: V�Ihom It IVIay Concern:
On February 20, 2013 a Fnal inspection was made on the subject project. There �vere punch list items identifled
at that tune. The punch list items �vere completed on ivlarch 06, 2013. The Final inspecrion and the corrected
punch list items indicate tliat the work meets the City of Fort Worth specifications and is therefore accepted by
the City. The warranty period �vill start on March 06, 2013, which is the date of the punch list completion and will
estend for (2) years in accordance �vith the Contract Documents.
If you have any questions concerning this letter of acceptance, please feel Free to contact me at �17-392-7949 ,
Your Tivly,
Gopal Sahu � P. E. � Project Manager
GS � efb
cc: Douglas �.�i1. Wiersig, P.E., Director, T/PW
George Behmanesh, P.E., T/PW
Gordon Alderman, P.E., Traffic �ngineer
Stan Phillips, Superintendent, T/P��I
Frank Crumb, P.E., Water Department
John Pickwoad, PACS
Najib Fares , Yrogram Manager
Niultatech, Consultant
RI�i Utilities Services, Inc., Contractor
N/A, Developer
Dencus Rodgexs, Supervisor, T/P�Yj
Ed�vard Davila, Inspector, T/PW
rILE
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
Ttir Cri•v or• FoRT� 4�t�k�•F� * F851 Cntiti� Bowih 6�,u�.tv��au � 3au f'���uft * Fuii�r W��irrE�i, T��,�s 7til IG
817-392-830fi * Fnx 817-392-7895
�r Printed on recycled paper
lieneral l;onditions
Page 42 of 63
4. Payments made by Contractor to Sirbconh�actors for Worlc performed by Subcontractors. If
required by City, Contractor shall obtain coznpetitive bids from subconh�actors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Worlc 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 speciiically 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 Woric.
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 Worlc, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulaiions.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Woric for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Worlc.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Ueneral C;ontlrtions
P�ge 43 of 63
h. The costs of premiums for all bonds and insurance Conh�actor is required by the Contract
Documents to purchase and maintain.
B. Costs Exclx�decl.� The term Cost of the Worlc sh�ll not include any of the following items;
l. Payroll costs and other compensation of Contractor's officers, eYecutives, principals (of
partnerships and sole proprietorships), general inanagers, safety mar�agers, engine.ers,
architects, estimators, attorneys, audita�s, accountants, plucl�asing �u�d c�ntz�acti.ng �ge�7ts,
eapediters, fiimelce�peis, elerlcs, and otlier persormel emp�oyed by Contz•act�r, whether at the
Site o�• in Contractor's principal or branch office for general administration of the Worlc and
z7ot sp�ci�ically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A.1 or specifica�ly covered by Yaragraph 1�.O1.A.4, all of whiel� are to be
considered administrat�ve costs covered by the Contractor's %e.
2. Expenses of Contractor's principal and bi•anch of'fices other than Contr�actor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Worlc and charges against Conti•actor for delinquent payrnents,
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, incluciing but not
li�nited to, the corz•ection of c�efective Worlc, disposal oi materials or equipment wrongly
supplied, and malcing good any damage to property.
5, Other overhead or general expense costs of any lcind.
C. Contractor's Fee: When all the Worlc is performed on the basis of cost-plus, Contractor's fee
shall be d�termined 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 Uasis of Cost of the
Worlc, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C.
D. Documentation: Whenever the Cost of the Worlc for any puipose 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. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so narned 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
STANDARD CONSTRUCTION SPECIFCATTON DOCUMENTS
Revision: August 17, 2012
lieneral C.'ondrt�ons
Page 44 of 63
a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payinent on account of any of the
foregoing will be valid.
C. Continge��cy Allotivance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D, Prior to iinal payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Worlc covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Worlc,
initially the Contract Price will be deemed to include for all Unit Price Worlc an amount equal to
the sum of the unit price for each separately identified item of Unit Price Worlc times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Worlc performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price,
D, City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Worlc in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Ueneral C:ontlrtions
Page 45 of 63
2. If the changes in quantities or alterations signiiicantly ch�lge the character of worlc, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Worlc and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of worlc occurs when:
a. the character of worlc for any Itein as altered differs materially in lcind or nature from that
in the Contract or
b. a Major Item of worlc varies by more than 25% fi•om the original Contract quantity,
5. When the quantity of worlc to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either pai�ty to the Contract may
request an adjustment to the unit price on the portion of the worlc that is above 125%,
6. When the quantity of worlc to be done under any Major Item of the Contract is less than 7S%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plccns Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized worlc done for payment puiposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made, Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an en•or, or to con•ect an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFCATION DOCUMENTS
Revision: August 17, 2012
l;eneral l.'ondrt�ons
P�ge 46 of 63
E. For callout worlc or non-site specifie Contracts, the plans quantity �neasurement requirements are
not applicable.
ARTICLE 12 — CHANG� OF CONTRACT PRICE; CHANGE OF CONTRACT TIM�
12.01 Change of Contract P�°ice
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
l. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Worlc involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Worlc;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2. and 11.O1.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.O1.A.4 and 11.O1.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2,a and
12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lienerail;onuiuons
Page 47 of 63
tier, will be paid a fee of 15 pereent of the costs incurred by such Subcont��actor under
Paragraphs 11.O1.A.1 and 11.O1.A,2 and that any lvgl�er tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cuinulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and
11.O1.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12,02 Ch�ange of Conh�act Tinze
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Worlc contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the �xtra Worlc or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Worlc within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other worlc as
contemplated by Article 7, fires, floods, epideinics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Worlc, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Ciencrai l;onUit�ons
Page 48 of 63
Al2TICL� 13 — TEST� AI<tD INSPECTIONS; CORRECTION, I2EMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Worlc of which City has actual lcnowledge will be given to Contractor.
Defective Worlc may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Worlc at reasonable times for their observation, inspection, and
testing. Contractor shall provide thein proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests a�zd Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereo� to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Worlc; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Worlc.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDAR.D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral l ondrttons
P��� a� oe�3
Ai�y ainounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will fprward all ix�v�ices i�r ��ctests to Coi7lr�ct�r,
4. If Contractor fails to pay the Testing Lab, City ��ill not issue Fin11 Payment until the Testing
Lab is paid.
E. If any Worlc (or the worlc of others) that is to be inspeeted, tiested, or approved is covered by
Contractor witl�out �vritten concurrence of City, ContractQ�• shall, if requested by Ciiy, uncover
such Worlc for observation.
F. Uncovering Worlc as pz•ovided in Paragraph 13,03.E shall bc at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Sectinn 13.03 D.
13.04 Uncove�°zng Woi°k
A. If any Worlc is covered contrary to the Contract Documents or specific inshuctions by the City, it
must, if requested Uy City, be uncovered for Ciry's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Worlc be obsezved by City or inspected or
tested by others, Contractor, at City's rec�uest, shall ttncover, expose, or atllerwise make �vailabl�
for observation, inspection, or testing as City inay require, that portion of the Worlc zn question,
furnishing all necessary labor, material, and equipment.
If it is found that the uncovered Worlc is defective, Contractor shall pay all claims, costs,
losses, and damages (including buY noi lilnited to all fees and charges of engineers, architects,
attorneys, and other p��ofessionals and all court or other dispute resalution costs) arising out
of or relating to such uncovering, ex�osure, observation, inspection, an:c� testing, and of
satisfactory replacement or reconstruction (including but not liinited to aIl costs of repair or
z•eplaeement of worlc of others); or City shall be entitled to aee�pt def�eti�c�e Worlc in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Worlc.
2. If the uncovered Worlc is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Worlc is defective, or Contraetor fails to supply suffieient sicilled worlcers or suitable materials
or equipment, or fails to perform the Worlc in sueh a way that the completed Worlc will eonform to
the Contract Documents, City may order Contractor to stop the Worlc, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Worlc shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral Lonclrtions
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 Co��rection or� Removcrl of Defective YVo�°k
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whetller or not fabricated, installed, or completed, or, if the Worl< has
been rejected by City, remove it fi•om the Project and replace it with Worl< that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of worlc of others).
Failure to require the removal of any defective Worlc shall not constitute acceptance of such
Worlc.
B. When correcting defective Work under the tei�rns of this Paragraph 13,06 or Paragraph 13.07,
Contractor shall talce no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Worlc is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
l. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4, satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of woric of others) will be paid by Contractor.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augiut 17, 2012
Cieneral l:ondrtions
Pagc 51 of 63
C. In special eircumstances where a particular iien� of equipment is placed in continuous service
before Tinal Acceptanee of all the Worlc, the correctiol� period for ihat itenz may start to run I'i�om
an earlier date if so provided in the Contract Documents.
D, Where defeetive Worlc (and damage to other Worlc resulting therefi•oln) has been coi-�eeted or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respeci
to such Worlc may be required to be extended for an additioz�al perioci of one year after the end ol
the initial correction period. City shall provide 30 days vv��itten notice to Contractor should such
additional wai7�anty coverage be required. Contractor may disptrte 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 pi•ovisions of any applicable statute of limitation or repose,
13.08 Acceptance of Defective Worlc
If, instead of requiring coi7ection or removal and replacement of defective Worlc, City prefers to
accept it, City may do so. Contractor shall pay all clairns, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attoineys, 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 Worlc 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 Worlc,
and City shall be entitled to an appropriate decrease in the Contract Price, i�eflecting the diminished
value of Worlc so accepted.
13.09 Ciry May Correct Defective 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 perform the Worlc in accordance with the Contract Documents,
or if Contractor fails to comply wifih any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or rernedy any such deficiency,
B. In exercising the rights and rernedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Worlc and suspend
Contractor's services related thereto, and incorporate in the Worlc all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lienerai Lontlitioi�s
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 Docuinents 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
performance of the Woric attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schec�ule of Valz�es
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 "Worlc wili be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Worlc completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with r•espect to progress payments will be as stipulated in ihe
Contract Documents.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lieneral C,bntlrtions
Page 53 of 63
B. Revr.'e�a� ofApplrcatrons:
1. City will, after receipt of each Application for Payment, either iildicate 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 Icnowledge;
a. the Worlc has progressed to the point indicated;
b. the quality of the Worlc 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 check the quality or the quantity of the Worlc as it has been
performed have been exhaustive, extended to every aspect of the Worlc in progress, or
involved detailed inspections of the Worlc beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the 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 con�ect defective Worlc or complete Work in accordance with
Paragraph 13.09; or
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lreneral l:ondiuons
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. Retuinage:
l. 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. Liquidatec� Dcrmages. For eaeh calendar day that any worlc shall remain uneompleted after the
tiine speeified in the Contract Documents, the sum per day specified in the Agreeinent, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment.•
1. City may refuse to malce payment of the amount requested because:
a. Liens have been filed in connection with the Worlc, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the 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 rernedies the
reasons for such action.
14,03 Contractor's Wa�°ranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Cieneral l;ondrtions
P�ge 55 of 63
14.04 Pccy�tial Utilizatiorz
A, Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed
part of the Worl< which has specifically been identified in the Contract Doctunents, or which
City, deter�nines constittrtes a separately functionitlg ancl usable part of t11e Worlc that can be
used by City for its intended purpose without significant interference with Co�ltractor's
performance of tl�e remainder of the Wo�lc. City at any time may notify Contracto�� in �vritiing to
perinit City to use ot• occupy any sueh part of the Worlc ��hieli City detei•mi�les ta Ue z�eady for its
int�z�ded us�., subject to the Collowing coi�ditions:
Contractor at any time may notify City in writing that Contractor considers any s�rch part of
the Worlc ready for its inteuded use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and
Conh�actor shall malce an i�lspe�tion of that part of the Worlc to determine its status of
completion. Ii 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 Final Acceptance by City.
14.05 Finallnspection
A. Upon written notice fi•om Contractor that the entire Worlc is complete in accordance with the
Contract Docuinents:
1. within 10 days, City will schedule a Final Inspection with Contraetor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractc�r shall immediately talce such nleastires as are
necessary to complete such Worlc 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. SlYould the City detex7nine that the Worl< 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
Tnspection, City will issue to Contractor a letter of Final Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Ciencral l,'ondihons
Page 56 of 63
14.07 Final Pcryj�7ent
A. Applicatioi� for Pcayme�zt.�
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 accoanpanied (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
tznsettled; 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
Worlc.
B. Payment Becomes Due:
l. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The malcing of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completzon Delayed and Partial Retainage Release
A. Tf final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's fnal Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
liener�tl (,'ondrt�ons
Page 57 of 63
portion of the Worlc fully coinpleted and aceepted shall be submitted by Contractor to City with
the Application for such payment. Such payinent shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims,
B. Par�tral Retcrinczge 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 Docume�lts for all Worlc locations, the City nlay release a po�•tion of
the amount retained provided that all other worlc is completed as determined by the City, Befoi•e
the release, all submittals and final qu�nt�ties must be completed and accepted Por all othel• worlc.
An amount sutficient to ensure Contract compliance will be retained.
14.09 Waive�• of Clai»�s
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the worlc under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
AR'�ICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 Cily Nlccy Suspend 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 fix the date on which Work will be resumed, Contractor
shall resume the Worlc on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will malce no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyo�d the
control of and without the fault or negligenee of the Coritractor, and should it be detertnined by
mutual consent of the Contractor and City that a solution to allow constructiori to proceed is aot
available within a reasonable period of time, Cont�•actor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Worlc for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall talce every precaution to prevent damage or
deterioration of the worlc performed; he shall provide suitable drainage about the worlc, and ereet
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equiprnent to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATTON DOCUMENTS
Revision: August 17, 2012
lreneral L'ondrtions
Page 58 of 63
15.02 City lY1ay Ter�i�zinate for� Caz�se
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not liinited to, failtue to supply sufiicient slcilled worlcers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from tinie to time piusuant to Paragraph 6.04, or failure to adhere
to the City's Business Diveisity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly malce good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Worlc satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City 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 Worlc.
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 SPECIFCATION DOCUMENTS
Revision: Augurt 17, 2012
lieneral l.'onditions
Page 59 of 63
obligations, then City, without process or actiou at law, may talce over any poi�tion of the
Worlc and complete it as described below.
a. If City completes the Worlc, City inay exclude Contractor and Surety froin the site and
talce possession of the Worlc, and all materials and equipment ineorporated 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 deem expedient.
3. Whether City or Surety completes the Worlc, Contractor shall not be entitled to receive any
further payment until the Worlc is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and dainages sustained by City arising out of or resulting
from completing the Worl<, such excess will be paid to Contractor. If sueh claims, costs,
losses and da�nages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claiins, 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 claim 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 terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
l;eneral C;ondrt�ons
Page 60 of 63
15.03 Cily Nlcry Ter•mr.'nate Fo�� Co��venience
A. City may, without cause and without prejudice to any other right or reinedy of City, terminate the
Contract. Any terminaiion shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Worlc wzder the contract is tel7ninated,
and the date upon which s��ch termination becomes effective. Receipt of tha notice shall be
deemed conclusively presumed and established when tlle letter is placed in the United States
Postal Service Mail by the City. Furtller, it shall be clee�ned conclusively pt�esumed ancl
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 te�mination, 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. teiminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Worlc in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the perfonnance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Uenerai l:ontlUions
P�ge 61 oF63
D, Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submittecl shall be subject to veri�eation by the City upon removal of the iterns or, ii the items
are stored, �vithin 45 days fro�n the date of submission of the list, and any necessary �tdjustinents
to correet thc list as submitteci, shall be made prior to final settlement.
E, Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and witl� the cert:ification prescribed by th� City. Unless an
extension is m�de in writing witl�in such 60 ciay period by tl�e Contractor, and gr�nted by the
City, any a�id all such claii�7s shall be conclusively deemed waived.
F, In such case, Contractor shall be paid for (without duplicatiou of any items):
1. completed and acceptable Worlc executed in accordance with the Contract Documents prior
to the effective dat� of termination, including fair and a•easonable sums for overhead and profit on
such Worlc;
2, expenses sustained prior to the eflective dat� of termination in pez•forming services a�d
�'urnishi�lg lal�oi°, �a�aterials, or equipn�ent �s iequirec� l�y th� �orltr�ct Documei�ts ii1 entz��ecti�tl
with uncoinplated Worlc, plus iair and reasonable sums for overhead and profit oz� such �xpenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Woric, the City shall determine, on the basis
of information available to it, the amount, if any, due to tl�e Contractor by reason of the
ter�nination and shall pay to the Contractor tha am4unts detennined. Contractor shall tlot be paid
on accaunt of loss of anticipated profits or revenue or other economic loss arisinb out of or
resulting fi•om such teimination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the zf%ct of Paragraph 1 p,O6.E.
B. City and Contractor shall participate in the mediation process in good faitli. The process shall be
comrnenced within 60 days �f filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10,06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall becorne final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
l;encrai l;onciiuons
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 t11e intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if;
1. delivered in person to the individual or to a member of the fiim or to an ofiicer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confiimation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
lienerli l,'onUiUons
Pabe 63 of 63
17.04 Szcrvival of Obligatro»s
All representations, indeinnifications, waiz�anties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final paymezit, completion, and acceptance of the Worlc or
termination or coinpletion of the Contract or termination of the services of Contractor.
17.05 Headi��gs
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
/
1
2
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
00 73 00 - 1
SUPPLEM�NTARY CONDI'I'iONS
I'age 1 of 5
SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
These Supplementaiy Conditions modify and supplement Section 00 72 00 - General Conditions, and other
prpvisions of the Co�itract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in ful( force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so moditied or supplemented remain in full force and effect.
Defined Terms
The teims used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SG3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications and Specifcations shall govein 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 fna] 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
May 16, 2013
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
"None"
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
SC-4.O1A.2, °°Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
007300-2
SUPPLGMGNTARY CONDI"i'IONS
Page 2 oF 5
Utilities or obstructions to be ►•emoved, adjusted, and/or relocated
The following is list of utilities and/or obsttuctions that have not been removed, adjusted, and/or celocated
as of May 16, 2013:
EXPECTED UTILITY AND LOCATTON
OWNER
TARGET DATE OF
ADJUSTMENT
"None"
7
8
9
10
ll
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
4l
42
43
44
45
46
47
The Contractor undeistands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
SC-4.OZA., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Worl<: Under
Buzzsaw, see Soil Lab / Test Results,
The following are drawings of physical conditions in oi• relating to existing surface and subsurface
sh•uctures (except Underground Facilities) which are at or contiguous to the site of the Worlc:
"None"
SC-4.06A., "Hazardous Enviro►unental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions 1<nown to the City;
"None"
SC-5.03A., "Certificates of Insurance"
The entities listed below are "additional insm•eds as tl�eir interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: "None"
(3) Other: "None"
SC-5.04A., "Contractor's Insurance"
The limits of liability for the insurance required by Paragraph 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 GC-5,04A.
Statutory limits
Employer's liability
$]00,000 each accident/occurrence
$100,000 Disease - each employee
$500, 000 Disease - policy lirnit
SC-5.04B., "Contractor's Insurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
OU 73 00 - 3
SUPPLEMEN"I'ARY CONDI"I'IONS
Page 3 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
l6
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
5.04B. Commercial General Liability, under Paragrapli GG5.04B. Contractor's Liability Insurance
under Paragraph GG5,04B., which shall be on a per project basis covering the Contractor with
minimwn limiYs of:
$1, 000, 000 each occarr�re��ce
$2, 000, 000 aggr�egate limit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
Get�eral Aggregate Liinits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarl<s Article of the Certificate of Insurance.
SC 5.04C., "Contracto►'s Xnsarance"
5.04C. Automobile Liability, under Paragraph GG5.04C. Contractor's Liability Insurance under
Paragraph GG5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least;
$250, 000 Bodily Injury per person /
$500, 000 Bodily Injany per accident /
$100,000 Property Damage
SC-5.04D., °°Contractor's Insarance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks: "None".
The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
or other property. Such operations on t•ailroad properties may require that Contractor to execute a"Right of
Entry Agreement" with the pa��ticular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
the right-of-entry (if any) required by a railroad company. The requirements specified herein lilcewise relate
to the Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shal] provide
coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
Railroad Company for a tej•m that continues for so long as the Contractor's operations and work cross,
occupy, or touch railroad property:
(1) General Aggregate;
(2) Each Occurrence:
Required for this Contract
$ N/A
$ N/A
X Not required for this Contract
With respect to the above outlined insurance requirements, the following shall govern:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
00 73 00 - 4
SUPPLGN[ENTARl' CONDITIONS
Page 4 of 5
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
1. Whei•e a single i•aili•oad com}�auy is involved, the Coutractor shall provide one insui•ance policy in
the name of the railroad company. However, if more than one grade sepacation or at-grade
crossing is affected by the Project at entirely separate locations on the line oi• lines of the same
railroad company, separate coverage may be required, each in the amount stated above.
2. Where more than one railroad company is operating on the same right-of-way or where several
raih�oad companies are involved and operated on their own separate rights-of-way, the Contractor
may be required to provide separate insurance policies in the name of each raih�oad company,
3. Tf, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a
railroad company's right-of-way at a location entirely separate fi�om the grade separation or at-
grade crossing, insurance coverage for this worlc must be included iu the policy covering the grade
separation.
4. If no grade separation is involved but other worl< is proposed on a raih�oad company's right-of-
way, all such other woi•I< may be covered in a single policy for that raih•oad, even though the worlc
may be at two or more separate locations.
No work or activities on a railroad company's property to be performed by the Contractor shal) be
commenced until the Contractor has furnished the City with an original policy or policies of the insurance
for each railroad company named, as required above. Aii such insurance must be approved by the City and
each affected Railr•oad Company p►•ioi• to the Contractoc's beginning woi•Ic.
The insurance specified above must be carried until all Worlc to be perfoimed on the railroad right-of-way
has been coinpleted and the grade ccossing, if any, is no longer used by the Cont�•actor. In addition,
insurance must be cairied during all maintenance and/or repair work performed in the railroad right-of-way,
Such insurance must name the i•ailroad company as the insured, together with any tenant or lessee of the
railroad company operating over tracks involved in the Project,
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6.07., G°Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes: SC-6,07, Heavy & Highway Construction Prevailing Wage Rates 2008
e-�t�e
at�a'-�p�ef�Ee�t�B��s��B3.n-Td��e�a��e-�l�E �Q.���
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known pennits and/or licenses required by the Contract to be acquired by the Contractor:
Fort Worth City Street Use Permit
SC-6.09B. °GCity obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
"None".
SC-6.09C. ��Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of May 16,
2013: "None"
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised April 3, 2012
007300-5
SUPPLE1vIEN'CARY CONDITIONS
Page 5 of S
1
2
Outstanding Permits and/or Licenses to Be Acquired
OWNER P�RMIT OR LICENSE AND LOCATION
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
31
32
33
34
35
36
37
"None"
TARGET DATE
OF POSSESSION
SC-7.02., ��Coordination"
The individuals or entities listed below have contracts with the City for the performance of other woric at
the Site:
Vendor Sco e of Worlc Coordination Autl�orit
"T3��,d' "None"
� "None>'
SC-8.01, C°Communications to Contractor"
Section 01 SS 13: Tenrporary Project Signage
During consfrzcetio�a, two project sigfts sltall be provided fa� ench street urtder consiruction
All rerrtoved fnaterial/debris must be Itauled off to a suitable dtcntpsite witlrin tlte same day
Cojttractor sltaU saw-cact ci[r�b & grttter aizd/or pavenzeiat prior to ren:oval
Contractor s1:a11 backfill be/:i�zd t/te curb, driveivays, sidervalks, ADA ranzps an�l etc. witltirz five days
frofrt the date of conipletion
SG9.01., ��City's Project Representative"
The following firm is a consultant to the City responsible for construction management of this Project:
"None"
SC-13.03C., ��Tests and Inspections"
"None"
SG16.O1C.1, ��Methods and Procedures"
"None"
END OF SECTION
HMAC SURFACE OVERLAY (2013-13)
02132
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
oi>>oo-�
SUMMARY OF WORK
Page 1 of 3
1
2
3 PART1- GENERAL
S�CTION O1 11 00
SUMMARY OF WORK
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Doctiments
7 B, Deviations fi•om this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to"
10 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Divisio» 1- General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Worlc associated with this Item is considered subsidiaiy to the various items bid,
IS No separate payment will be allowed for this Item,
16 1.3 REFERENC�S [NOT US�D]
17 1.4 ADMINISTRATIV� It�QUII2EMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
A.
:
C.
Work Covered by Contract Documents
1, Work is to include furnishing all labor, materials, and equipment, and performing
all Worlc necessaiy for this construction project as detailed in the Drawings and
Specitications.
Subsidiaiy 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 subsidiary item of Worlc, the cost of which shall be included in
the price bid in the Proposal for various bid items.
Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for p�•otection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as pi•ovided for in the ordinances of the City, as shown in the
Contract Documents, or as may be speci�cally authorized in writing by the City,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
o>>ioo-a
SUMMARY OF WORK
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
a. A reasonable amount of tools, materials, ai�d equip�nent for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations,
b. Excavated and waste materials sl�all 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 adjace�lt pi-operty.
c. If the street is occupied by railroad tracl<s, the Work shall be carried on ii� such
manner as not to interfere witli the operation of the raili•oad.
1) All Wor]< shall be in accordance with i�ailroad requirements set fo��th in
Division 0 as well as the railroad permit.
D. Work within Easements
7
17 3.
18
19
20 4,
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
F�
36
37
38
39
40
41
42
43
44
45
Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
Do not stoj•e equipment or material on private property unless and until the
speci�ed approval of the property owner has been sectued in writing by the
Contractor and a copy furnished to the City.
Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
Preserve and use every precaution to prevent damage to, all trees, shrubbe�y, 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 temporaiy fences and to all
other public or private property adjacent to the Work,
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 llours 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 a(1 damage or injury to property of any character resulting
fi•om any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective worlc, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the P�•oject
to the original or a better than original condition,
b. Erect temporary fencing in place of the fencing removed whenever the Work is
ilOt 111 �''.,�,�oJ� uiiu wxxcic �iic �r�c �� va�ai�u vvciiit�ii�, aiiuivi a� ait uitcc� tv
provide site security.
c. The cost for all fence work associated with easements, including removal,
temporary closures and replacement, shall be subsidiary to the various items bid
in the project proposal, unless a bid item is specifically provided in the
proposal,
CiTY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS �2�32
Revised July 1, 2011
01 1100-3
SUMMARY OP WORK
Page 3 of 3
I 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBMITTALS (NOT USED]
3 l.'7 CLOS�OUT SUBMITTALS (NOT USED]
4 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANCE [NOT US�DJ
6 1.10 ll�LI'V�RY, STORAGE, AND HANDLING [NOT USED]
7 l.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT US�D]
10 PART 3- EXECUTION [NOT USED]
�
12
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
Ol 31 19 - I
PRECONSTRUC'fION MEETING
Page I of 3
I
2
3 PART1- G�N�RAL
S�CTION O1 31 19
PRECONSTRUCTTON ME�TING
4 1.1 SUMMARY
5 A. Section Inciudes:
6 1. Provisions for the preconstcuction meeting to be held prior to the stai�t of Worl< to
7 clarify consti•uction contract administration �rocedtrres
8 B. Deviations fi•om this City of liort Worth Standard Specification
9 l. Nor1e.
10
11
12
13 1.2
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forans and Conditioi�s of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDUI2ES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiaiy to the va�•ious items bid,
16 No separate payment will be allowed for this Item.
17 1.3 REI+ERENCES [1vOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be quali�ed 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 Worlc is started.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Project Representative
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d, Any subcontractor or supplier representatives whom the Conh�actor may desire
38 to invite or the City may request
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 20] 1
O1 31 19-2
PR�CONSTRUCTION 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
0
S.
e. Other City representatives
f. Others as appropriate
Construction Schedule
a. Prepare baseline construetion schedule i�l accordance with Seetion Q1 32 16 and
prUvid� at Freoonstruction Meetia�g.
b. City will notify Contcactar ot'any schedule changes upon Notica oF
Freco�istruetion Maeting,
Preliminary Agenda i�ay include;
a. Iiltroduction oC Project Personn�l
b. Gen�ral Description of'Project
c. Status of right-of-way, utility elearances, easements or other pertine�it permits
d. Coi�tractor's wor]< plan and sclledule
e, Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Woi•k and Change Order Pj•ocedures
j. Field Ordecs
k. Disposal Site Letter for Waste Material
l, Insurance Renewals
m, Payroll Certification
n, Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p, Docuinentation of Pre-Construction Conditions
q. Weelcend Work Notification
r, Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordinatio�l with the City's repcesentative %r operations of existing water
systems
v, Storm Water Pollution Prevention Plan
w. Coordinatiou with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa, Damages Claims
bb, Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE procedures
hh. Final Acceptance
ii, Final Payment
jj, Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
01 3I 19 - 3
PRECONS"fRUCTION MEETING
Page 3 of 3
1 1.5 SUI3MITTALS [NOT USED)
2 1.G ACTION SUBNIITTALS/iNFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
4 1.8 MAINTENANCE MAT�RIAL SLTBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANCE [NOT US�D]
6 1.10 DELIVERY, STORAGE, ANll HANDLING [NOT US�D]
7 1.11 FIELD [SITF] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
li
ia
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
O1 3216-4
CONSTRUCTION PROGRGSS SCHEDULG
Page 4 of 5
1
2
3
4
S
6
7
8
9
10
11
12
13
14
1S
16
17
18
19
20
21
a. Float or slacic time is not for the exclusive use or benefit of either the
Contractor or th� City.
b. Proceed with work according to early start dates, and the City shall have the
right to resei•ve and apportion t7oat time according to the needs of the p�'oject.
c, Acla�owledge and agree that actu�l �ielays, aifecting paths oi' activities
containing iloat time, will not hnve any ef�ect upon contcact completion times,
providing that tha actu�l delay does not exceed the float tima associated with
those activities.
E. Coordinating Schedule with Other Contract Sched�iles
1. Where work is to be pei•formed under this Contract concui•rently with oi• contingent
upoil work ��erfoz�med on the same facilities oc area unde�� other co�ltracks, tl�e
Baseline Schedule shall be coordinated with the schedules of the other contracts,
a. Obtain th� schedules of the other appropriate eoaatracts irom tl�e City for th�
preparation and updating of Baseline schedule and malce the raquired chang�s
in his sehedule when indicated by changes in corresponding schedules,
2. In case of interfei•ence between the operations of different conti•actoi•s, the City will
determine the work priority of each contractor and the sequence of work necessa�y
to expedite the completion of the entire Project.
a, In such cases, the decision of the City shall be accepted as final.
b. The temporacy delay of any work due to such circumstances shall not be
considered as justiiication for c(aims for additional compensation.
22 1.5 SUBMITTALS
23
24
25
26
27
28
29
A. Baseline Schedule
1. Submit Schedule in native file format and pdf format as required in the City of Fo��t
Wot�h Schedule Guidance Document.
a, Native file format includes;
1) Priinavera (P6 or Pritnavera Contractor)
2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
30 B, Progress Schedule
31 1, Submit progress Schedule in �iative 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
39
40
41
42
43
C. Schedule Narrative
l. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D, Submittal Process
1. The City administers and manages schedules through Buzzsaw.
2. Contractor shall submit documents as required in the City of Fort Worth Schedule
Guidance Document.
3, Once the project has been completed and Final Acceptance has been issued by the
City, no further progress schedules are rec�uired,
C]TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
013216-5
CONSTI2UCTTON PROGRESS SCFIEDULG
Page 5 of 5
1 1.G ACTION SUBMITTALS/INFOI2MATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
3 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSITI2ANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporti�lg documents addressed in this Speci�cation sllall be prepared,
8 updated and revised to accurately reflect t11e performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WAIt1tANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16 END OF SECTION
17
18
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
013233-1
PRECONS'fR1JCTION VIDLO
Page l of 2
�
3 PART1- G�NERAL
4 1.1 SUMMARY
SECTION 01 32 33
PRECONSTRUCTION VIDEO
5 A. Section Tncludes:
6 1. Ad�l�inisti•ative a�ld pi•ocedural i•equirements foa•:
7 a. Preconsti•uction Videos
8 B. Deviations from this City of Fort Worth Standard Specifcation
9 1. None.
10 C. Related Specification SEctions iticlude, buti ace not necessai°ily limited to:
11 1, Division 0— Bidciing Requirem,ei�ts, Coiltract l�oriiis and �onditions oi Che Contract
12 2. Divisiorl 1— General Requiremetlts
13 1.2 PRICE AND PAYMENT PROCEDUItES
14 � A, Measurement and Payment
15 1. Worlc associated with this Item is considered subsidiaiy to the various items bid.
16 No sepaM��tte payment will be allowed for this Itear�.
17 1.3 It�F�RENC�S [NOT �(TSED]
18 1.4 ADMINTSTRATIVE 12�QUI12EMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/aligYunent, including all areas in the
21 vicinity of ancl to ba affectad by construction,
22 a. Provide digital copy of video upon request by the City,
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT US�D)
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
01 32 33 - 2
PRECONSTRUCTION V1DE0
Page 2 of 2
1 PART 2- PRODUCTS [NOT US�D]
2 PART 3- EX�CUTION [NOT USEll)
3
4
�ND OI+ S�CTTON
R�vision I.o�
DA'I'E NAME SUMMARY OF CI�IANGE
S
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
O15526-1
STRE�T USE PERNtIT AND MODIF[CA"I'tONS 7'O'CRAFF[C CONTROL
Page I of 3
1 S�CTION O1 55 26
2 STRCET USE P�RMIT AND MODIFICATIONS TO TRArFIC CONTROL
3 PART1- G�NERAL
4 1.1 SUMMARY
5
�
7
s
�
10
11
12
13
14
15
16 1.2
17
18
19
20 1.3
21
22
23
24
25
A. Section Includes:
1, Administi•ative procedures for:
�. Str�et Use Pe►°mit
b. Niociification oP approved traCfic conti�ol
c, Rainov�il of Str�et Signs
B. Deviations fr•om tliis City of Fort Wortll Standard Speci�cation
1. None.
C. Related Specification Sections iticlude, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Porms and Conditions of the Conti•act
2. Division 1— General Requii•ements
3. Section 34 71 13 — Traffic Control
PRICE AND PAYMENT PROC�DURES
A, Measurement and Payment
1. Worlc associated with this Item is considered subsidiaiy to the various Items bid.
No separate payment will Ue allowed for this Item.
REFERENC�S
A, Refer�ence Standards
1. Reference standards cited in this speci�cation refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traf�c Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE I2�QUIREM�NTS
27 A. Traffic Control
28 1. General
29 a. When ti•affic control plans are included in the Drawings, provide Traffic
30 Cotrtcol in accordance with Drawings and Section 34 71 13.
31 b. When tcaffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 woi•king days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 201 I
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
O15526-2
STI2EET USE PGR1vf1T AND MODIFICAI'IONS 'CO TRAri'IC CONTROL
Page 2 of 3
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation aud Public Works Departme��t.
1) Allow a minimum of 5 working days for pei•�nit review.
2) Contractor's responsibility to coordinate ►•eview of Traffic Contl•ol plans for
Street Use Permit, such ihat construction is not delayed,
C. Modification to Approved Traffic Control
1. Prioi� to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of cevised Traf�c Control.
3) It is the Contractor's responsibility to coordinate review of Traf�c Control
plans for Street Use Permit, sucll that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Worl<s Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporaiy sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traf�c Control
Devices (MUTCD),
2. Install temporary sign before the removal of permanent sign.
3, When construction is coinplete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Marlcings Division, to reinstall the permanent sign.
F. Traffic Control Standards
l. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
01 55 26 - 3
STREET USE PERMIT F�ND MODIFICATIONS TO "t'RAFPIC CONTROL
Paga 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUI3MITTALS [NOT USEll]
5 1.9 QUALITY ASSURANC� [NOT USED]
6 1.10 D�LIV�RY, STORAG�, AND HANDLING [NOT USED]
7 1.11 FI�LD [SITE] CONDITTONS [NOT USED]
8 1.12 WARRANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3 - �X�CUTION [NOT USED]
11 �ND OI+ S�CTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
015813-1
"I'�NiPORARY YROJECT SIGNAGG
Rage l of 3
1
2
3 PARTl- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
SEGTXON Ol 58 13
TEMS�012�1R'Y P�,OJEC`I' SIGI�iAU�
1.1 SUMMARY
A. �ection Includes;
l. Temporary Project Signage Requirements
13. Deviations from this City of Fort Wortl� Standard Spaciiication
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
l. Division U— Bidding IZequirements, �oi�tract Forr�ls and Conditions of the Contract
2. Division 1— G�neral Requii•ements
1.2 PRICE AND PAYMENT PROCEDUR�S
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed foc this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUII2EMENTS [NOT USEDJ
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/TNFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USEDJ
1.12 WARRANTY [NOT USED]
PART2- PRODUCTS
27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS (NOT USED]
28 2.2 EQUIl'MENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
01 53 t3 -2
TEMPOi2ARY PROJEC7' SIGNAGE
Page 2 of 3
1
�
3
4
5
6
7
1, Pi•ovide fi�ee standing Pi•oject Designation Sign iu accordance with City's Standard
Details for project signs.
B. Materials
1. Sign
a. Constructed of'/4-inch fir plywood, grade A-C (e�terior) or better
2.3 ACCESSORTES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT US�D]
8 PART 3 - EXECUTION
9 3.1 TNSTALLERS [NOT USED]
l0 3.2 EXAMINATION [NOT USED]
i l 3.3 P12�PARATION [NOT USED]
12 3.4 INSTALLATION
13 A. General
14 1. Provide ver-tical installation at extents of project.
15 2. Relocate sign as needed, upon request of the City.
16 B. Mountrng options
17 a. Slcids
18 b. Posts
19 c. Barricade
20 3.5 REPAIR / RESTORATION [NOT USED]
21 3.6 RE-INSTALLATION [NOT USED]
22 3.7 FTELD [oa] SITE QUALITY CONTROL [NOT USED]
23 3.8 SYSTEM STARTUP (NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT USED]
28 3.13 MAINTENANCE
29 A. General
30 1. Maintenance will include painting and repairs as needed or directed by the City.
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
33
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
Ol 58 13 - 3
TEMPORARY PROJEC"I' SIGNAGr
Pagc 3 of 3
1
2
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
0 t 70 00 - t
MOBILIZA'1'ION AND RGMOBiLIZA'('10N
Page 1 of 3
�
3 PART1- GEN�RAL
SECTION O1 70 00
MOBILIZATION AND REMOBILIZATION
4 11 SUMMARY
5 A. Section Includes:
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
�
�
3
Mobilization a�1d Deniobilization
a, Mobilization:
1) Transportation of Contractor's pecsonnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid foi• performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessai•y general facilities fo�• the Conh•actor's operation
fi•om one location to another location on tl�e Site,
b. Demobilization:
1) Transpo��tation of Contractor's personnel, equipment, and operating supplies
away fi�om the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assernbled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract,
Remobilization
a. Remobilization for Suspension of Worl< specifically yequired in the Contract
Documents or as required by City includes:
1) Demobilization:
a) Transportation of Contj�actor's personnel, equipment, and operating
supplies fi�om the Site including disassembly or tempoi•arily secui•ing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization;
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work,
b) Establishment of necessary general facilities for the Contr•actor•'s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progr•ess of performing the Work.
b) Stand-by or idle time
c) Lost profits
Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised June 7, 2012
�
oi �000-z
MOBILIZA"fION AND RL'-MO[31LI7ATlON
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1S
16
17
18
19
20
1) Mobilization shall consist of the activities and cost oi� a Worlc Order basis
necessary for:
a) Transportation of Conh�actor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost uecessary for:
a) Tcanspoi�tatioi� of Contractor's �ersonnel, equipment, aud operating
supplies froin the Site including disasse�nbly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildiugs or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in t11e contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occuis within 24 hou►•s of the issuance of the Work Order.
B. Deviations fi•om City of Fort Worth Standards
2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 1.2 PRICE AND PAYMENT PROCEDIJRES
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 subsidiaiy 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 "Speci�ed Remobilization" in accordance with Contract
Documents.
c. The price shall include;
1) Demobilization as described in Section I.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 Worlc as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Ai�ticle 10
of 00 72 00 General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
01 70 00 - 3
MOBIL[ZATION AND REMOBILIZATION
P�ge 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 made foc standby, idle time, oi• lost pro6ts associated
with this Item.
5. Mobilizations and Demobzlizations foi• Miscellaneotts Pi•ojects
a. Measurement
1) Measureinent for this Item shall be for each Mobilization and
Demobilization i•equired by the Conti•act Documents
b. Payment
1) The Worlc performed in accordance with this Item wi(l be paid �or at the
unit price pec each "Worlc Orde�� Mobilization" in aacordance with
Contraet Documents. Demobilization shall be considered subsidiaiy to
mobilization and sllall uot be paid for separately.
c. The price shall include
1) Mobilization as desci•ibed in Section 1,1.A3.a.l)
2) Demobilization as described in Section I.l,A.3.a.2)
3) No payments will be made for standby, idle time, or lost pi�ofits associated
this Itam.
6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Meastu•ement
1) Measurement for tl�is Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Wocic Order Emergeney Mobilization" in aecordance
with Contract Docuinents. Demobilization shall be considered subsidia�y
to mobilization and shall not be paid for separately.
c, The price shall include
1) Mobilization as described in Seetion 1.1.A.4.a)
2) Demobilization as described in Section 1,1,A.3.a.2)
3) No payments will be made for standby, idle time, oi• lost profits associated
this Item.
31 1.3 TO 1.12 [NOT USED)
32 PART 2- PRODUCTS [NOT USED]
33 PART 3- EXECUTION [NOT US�D]
34
35
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06]
36
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised June 7, 2012
017123<I
CONS'fItUC`l`10T�7 S'T,AKING
I?agc 1 of 3
1
2
3 PART 1 - GEN]CRAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
S�CTYON 01 71 �3
CONSTRUCTION S'I'AK1NG
A. Section includes:
1. Requirements toi• construction stalcing,
B, Deviations fi�orn this City of �orl Wortli Stiandard Specifcation
1. None.
C. Related Speci�cation Sections include, but are not necessat•ily limit�d to;
1. Division 0— Biddin� Itaquirem���►ts, �o►1tt•act Forms and eonditions ot th� Co»tract
2. Divisiotl 1 — �e�1�ra1 ReQuirements
1.2 PRICE AND PAYMENT PROCEDURES
13
14
15
16 1.3
17 1.4
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
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 prior to delive�y.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
A. Measurement and Payment
1. Wock associated with this Item is considered subsidiary to the various Items bid.
No saparate payment will be allowed for this Item.
R�FERENCES [NOT US�D]
ADMINISTRATIVE 12�QUIREMENTS
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 irnpacted.
b. Contractor is responsible for preserving and maintaining stakes furnished by
City.
c. If in the opinion of the City, a suf�cient number of stakes or markings have
bean 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
HMAC SURFACE OV�RLAY (2013-13)
02132
01 71 23 - 2
CONSTRUCT[ON STAKiNG
Page 2 of 3
1 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
2
3
a
5
6
7
8
9
1.7
10 1.8
A. Certificates
1. Provide cert�cate certifyi�Ig that elevations aiid locatiQns of improvements are i�l
confor�TiancE or non-conformance �vith requiremerits of tl�e Contract I�ocunients.
a. Certificate inust be sealec� by a registeced professional land stu�veyor in the
State of Texas.
B. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work
CLOS�OUT SUBMITTALS [NOT USED]
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Use adequate numbers of skilled worlanen who are thoroughly trained and experienced
13 in the necessary crafts and who are completely familiar with the specified requirements
14 and the methods needed foc proper performance of the Worl<.
15 1.10 D�LIV�RY, STORAG�, AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WAI2ItANTY [NOT USED]
18 PART 2- PRODUCTS [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALL�RS [NOT US�D]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PI2EPA12ATION
23 A. Verify location and protect control points before commencing Work.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
25 3.4 APPLICATION [NOT USED]
26 3.5 ItEPAIR / RESTORATION [NOT USED]
27 3.6 RE-INSTALLATION [NOT US�D]
28 3.7 FIELD (on] SIT� QUALITY CONTROL
29 A. Preserve permanent reference points during progress of the Work.
30 B. Do not change or relocate reference points without approval from the City.
31 C. Utilize recognized engineering survey practices,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
t 3.3 SYST�M STAI2TUP [NOT US�D]
2 3.9 AllJUSTING [NOT US�ll)
3 3.10 CLCANING [NOT USEll]
4 3.11 CLOS�OUT ACTIVITI�S [NOT USED]
5 3.12 PROT�CTION [NOT US�D]
6 3.13 MAINTENANCE [NOT US�D]
7 3.14 ATTACHMENTS [NOT USED]
8 �ND OF SECTION
�
10
017t23-3
CONSTRUCCION STAKING
Pagc 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
017423-i
CLEANING
Page 1 of 4
1
2
S�CTTON 01 74 23
CLEANING
3 PART1- G�N�RAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems speei�ed elsewher�
�. Deviations from this City of Fort Worth Standard Specification
1. None,
�. TZel�ted Speci�catiori �ectians include, t�tzt aa�e tiat n�cassarily limitad tca:
1. I�ivision 0— Bidding I��quiren�ents, �oritr�et Forms aud Conditioils oi'�ha �nntract
2. Uivision 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDUI2�S
15 A. Measurement and Payment
16 1. Worlc associated with this Item is considered subsidiaiy to the va��ious Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 I2EFERENCES (NOT US�D]
19 1.4 ADMINISTRATIVE 12EQUIREMENTS
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 Worlc and immediately prior to final
24 inspection,
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMTTTALS [NOT US�D]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
29
30
31
32
33
1.9 QUALITY ASSURANCE [NOT US�D]
1.10 STORAG�, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materia(s.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
1 l.11 FIELll (SITE] CONDITIONS [NOT USEDJ
2 1.12 WAI2I2ANTY (NOT US�D]
3 PART2- PRODUCTS
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
2.1 OWNER-FURNISH�D [oa] OWN�R-SUPPLIEDPRODUCTS [NOT USED]
2.2 MAT�RIALS
A. Cleaning Agents
l. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED)
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EX�CUTION
O17423-2
CLEANiNG
Page 2 of 4
3.1 INSTALLERS [NOT USED)
3.2 �XAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.� FIELD [oR] SYTE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulato�y agencies.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 201 ]
Oi 7423-3
CLIsANING
P1ge 3 of 4
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
�l
32
33
34
35
36
37
38
39
40
41
42
6. Handle materials in a contcolled manner with as few handlings as possible.
7. Tho►•oughly clean, sweep, wash and polish all Worlc and equipment associated with
this project,
8. Remove all sigiis of ten�}�orary eonsti•uction and activities incidental to construction
of required permanent Wor�k.
9. Tf project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning cotnpleted at the eYpense of the Contractor,
10. Do not blirn on-site.
B. Intermediate Cleaning during Construction
1, Keep Woi•k areas clea�i so as not to hinder healtll, safety or convenience of
persnnn�l in existing facility o�erations.
2. At maximum weel<ly intervals, dispose of waste naaterials, debris and rubbish,
3. Coil�ne eonst��uction debris daily in strate�;ically loc�ted co�iiai�ler(s):
a. Cr�vat� to �►�cv�i�t blowing by wind
b, Store debris away from eonstruction oc operational activities
c. Haul fi�om site at a minimum of once per weel<
4. Vacuurn clean interior areas when ready to receive finish painting.
a, Continue vacuum cleaning on an as-needed basis, until Final Acceptance,
5. Prioi• to storm events, thoroughly clean site of all loose oi• unsecured items, which
may become airboine or transported by #7owing water duz�ing the storm.
C. Intei•ior Finat Cleaning
1. Remove grease, mastic, adhesives, dust, dii-t, stains, fingerpi•ints, labels and othei•
foreign materials from sight-exposed surfaces.
2. Wipe all (ighting fixture reflectors, lenses, lamps and trims clean.
3. Was11 and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine,
5. Ventilating systems
a. Clean permanent filters and replace disposable �ilters if units were operated
during construction.
b, Clean ducts, blowers and coils if units were operated without filters during
�onstruction.
6. Replaee all burned out lamps.
7. Broom cl�a�i proces3 area iloors,
8. Mop of�ce and control room flo�rs.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containets fi�om site.
a. Re-seed areas distm�bed by location of trash and debj•is containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocics, pieces of asphalt, concrete or any other object
that may hinder or disr•upt the flow of traffic 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 l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
I
2
3
4
5
6
7
8
0
�
01 74 23 - 4
CLGAN INC
Page 4 of 4
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVI TIES [NOT USED]
3.12 PROT�CTION [NOT USEllJ
313 MAINTENANCE [NOT USED]
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 l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
01 77 l9 - 1
Ct.Q6l;0Uf REQUIRGT�1�;NT5
Pq�c I of 3
1
2
3 PA12T 1 - GEN�I2AL
� 1.1 SUMMARY
5
�
7
8
9
10
11
la i,z
SECTION 01 77 19
CLOSEOUT REQUIlZEMENTS
�. Section Includes;
1, The procedure for elosir�g out a contract
B. Deviations from lhis City oFrort Wnrth Staudard Sp�ci�catiot�
1. Noi1e,
C. Related Speei�cation Sections ine(��de, but are not nec�ssarily Ii��litEd to;
1. Division 0-� Biddin� Requireiilsnts, Cantt�aet Porms afld Conditions of t}�e Contcact
2. I�ivisioil 1— G��1er�a1 Requirenlents
PRICE AND PAYMENT PROCEDUItES
13 A. Measurement and Payment
14 1. Worlc associated with this Item is considered subsidia�y to the various Ttems bid.
1 S No separate �aytnent will be allowed for this Item.
16 1.3 REFEI2ENCES [NOT USED]
17 1.4 ADMINISTRATIV� REQUIREMENTS
18
19
20
21
22
23
24
25
26
A, Guarantees, Bonds and Af�davits
1. No application for final payment will be accepted until all guarantees, bonds,
cai�ti�cates, licenses and affidavits required for Woi•1< or equipment as specified ai•e
satisfactorily �led with the City.
B, Release of Liens or Claims
1. No application for final payment will be accepted until satisfactoiy evidence of
release of li�ns has been submitted to the City.
1,5 SUBMiTTALS
A. Submit all requit•ed documentation to City's Pt�oject Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
o� �� »-a
CLOSGOUT RI�QUiREMENTS
Page 2 of 3
I
►�
3
1.6 INFORMATIONAL SUBMITTALS [NOT US�D]
1,7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - P120llUCTS [NOT US�D]
4 PART 3 - EXECUTION
5 3.1 INSTALL�RS (NOT USEDJ
6 3.2 �XAMINATION [NOT USED]
7 3.3 PREPARATTON [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9
10
11
12
13
14
15
16
17
18
19
20
21
Zz
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section Ol 78 39
2. Operation and Maintenance Data, if reauired, in accordance with Section O1 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
Ol 74 23.
C. FinalInspection
1. After final cleaning, provide notice to the City Project Representative that the Worlc
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, ii�
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 fi�om the City, immediately undertake the Work
required to remedy deficiencies and complete th� Work to the satisfaction oftlle
city.
3. Upon completion of Work associated with the items listed in the City's written
notice, infnrm the City, that the requii�ed Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contr•actor, will malce a subsaquent
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 �I1 up of all chemical tanks and fuel tanlcs
d. Light bulbs
e. Fuses
f. 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 (2013-13)
02132
01 77 19 - 3
CLOSEOUT REQUtREN(ENTS
P1ge 3 of 3
1
2
3
4
5
6
7
3
9
10
11
12
13
14
15
16
17
18 3.5
3.10 CL�ANING [NOT USED]
3.11 CLOS�OUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
19 3.G 12E-INSTALLATION (NOT USED]
20 3.7 FIELD [oa] SIT� QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USEp]
22 3.9 ADJUSTING [NOT USED]
23
24
25
26
27
28
29
D. Notice of Project Completion
1. Once th� City Project Representative finds the Waz�k subsequent to Pinal Tnspectio��
to be satisf'�ctory, tt�� City will issue a Notice of Project Compl�tion (Green S11eet).
E. Supporting Documentation
l, Coordinate with the City Pi•oject Representative to complete tha following
additional forms;
a. Final Paynient Request
b, SCatement of Contj�act Time
c. Aftidavit of Payment and Release of Liens
d. Consent of Stu�ety to rinal Payment
e. Pipe Report (if renuired)
f. Contractor's Lvaluation of City
g. Perfor�nanae Evali�ation of Contractor
F, Letter of Final Acceptance
1, Upon review and acceptance ofNotice oiP�•oject Completion and Suppoi�tin�;
Doaurt�entation, in accordane� with General Co»ditions, City will issue Lelier of
Final Acceptance and i•elease ihe Final Payment 1Zequest for paynaent.
REPAIR / R�STORATION [NOT USED]
�ND OF SECTION
Revision Log •
DATE NAME SUMMARY OF CHANGE
3�]
C]TY OF FORT WORTH
STANDARD CONSTIZUCTION SPECIFTCATION DOCUMENTS
Revisad July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
Ql 7v �f� � I
NI�C�J(��`i, li.ksE�GiIAi� f�C��U��1�i�1�I'�
[��gv I nl 3
1
2
�
4
S
6
7
8
9
10
11
12
13
14
15
16
17
SECTION O1 78 39
PRO7ECT RECORD DQCUMENTS
PA12T 1 - G�NERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the docu%enting th� praject and recording changes to project
docunlents, ir�cludi�lg:
a. Record Drawings
b. Water Meter Seivice Reports
e. Sai�ifiaay Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from tllis City of Fort Worth Standard Specification
1. No�le.
C. Related Specification Sections include, but are not nec�ssarily limit�d ta:
1. �ivisic�n 0— Bidcling 12equ�reij�ents, Cc�ntract �'orn�s and eond'itions of tll� �ontraet
2. Division 1— General Requirements
1.2 PRIC� AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item,
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
29
30
31
32
33
1.9 QUALTTY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July i, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
01 78 39 - 2
PROJECT RECORD DOCUMENTS
P�ge 2 of 5
1 2.
2
3
4 3.
5
6 4.
7
8
Accuracy of records shal( be such that future searches for items shown in the
Contract Documents may rely re�sonably on information obtained fi�om the
appi•oved Project Record Documents.
To facilitate acctu�acy of records, malce entries within 24 hours after receipt of
information that the change has occurred.
Pcovide factual infoi•mation re�a►�ding all aspects of the Work, both concealed and
visible, to �nable futur� m�difioation of the Worlc to �roaeed witl�out leng�hy and
expensive site measuret��ent, invastigation and examination,
9 1.10 STORAG� AND HANDLING
10 A. Storage and Handling Requirements
11 1. Maintain the job set of Reco1•d Documents completely protected fi•om deterioration
12 and from loss and damage until completion of the Wot•k and transfer of all recorded
13 data to the final Project Record Documents.
14 2. In the event of loss of reco�•ded data, use means necessary to again secure the data
15 to the City's approval.
16 a. Tn such case, provide replacements to the standards originally required by the
17 Conti•act Docunlents.
18
19
1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
1.12 WARItANTY [NOT USED]
20 PART 2 - PRODUCTS
21 2.1 OWN�R-FURNISHED (oR] OWNER-SUPPLI�D PRODUCTS [NOT US�D]
22 2.2 It�CORD DOCUM�NTS
23 A. Job set
24 1. Promptly following receipt of the Notice to Proceed, secure fi•om the City, at no
25 charge to the Contractor, 1 complete set of all Documents comprising tl�e Contract.
26 B, Final Record Documents
27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
28 the City 1 eomplete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
' 1 2.3 ACCESSORIES [NOT USEDJ
2 2.4 SOURC� QUALITY CONTROL [NOT USED]
3 PART 3 - �X�CUTION
4 3.1 INSTALLERS [NOT US�D]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION [NOT USED]
7 3.4 MAINT�NANCE DOCUMENTS
O1 73 39 - 3
PROJECT RECORD DOCUMEN'CS
Page 3 of 5
8 A. Maintenance of Job Set
9 1. Immediately upon receipt of the job set, identify each of the Documents with the
l0 title, "REC�RD DOCUM�NTS - JOB SET".
11 2. Pz•eservation
12 a. Considering the Contract eompletion time, the probable number of occasions
13 upon which the job set must be taketl out f'or new �ntries and for exan3ination,
1� and the conditions under which these activities will be performed, devise a
15 suitable method for protecting the job set.
16 b, Do not use the job set for any purpose except entiy of new data and for review
17 by the City, until start of trausfer of data to �inal Project Record Documents.
18 c. Maintain the job set at the site of work.
19 3. Coordination with Construction Survey
20 a. At a minimum, in accordance with the intervals set forth in Section O1 71 23,
21 clearly mark any deviations fi•om Contract Documents associated with
22 installation of the infrastructure.
23 4. Making entries on Drawings
24 a. Record any deviations from Contract Documents,
25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
26 change by graphic line and note as required,
27 c. Date all entries.
28 d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
29 e. In the event of overlapping changes, use different colors for the overlapping
30 changes.
31 5. Conversion of schematic layouts
32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
33 ducfis, and similar items, are shown schematically and are not intendsd to
34 portray precise physical layout.
35 1) Final physical arrangement is determined by the Contractor, subject to the
36 City's approval.
37 2) However, design of future modifications of the facility may require
38 accurate information as to the final physical layout of items which are
39 shown only schematically on the Drawings.
40 b. Show on the job set of Record Drawings, by dimension accurate to within 1
41 inch, the centerline of each run of items,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 201 ]
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 5
1
2
3
4
5
6
7
8
9
io
I1
12
13
14
1S
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 determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("undei• slab", "i�i
ceiling plenum", "exposed", and the lilce).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
a The City may waive the requirements for conve�sion of schematic layouts
wl�are, in the C�ty's judgment, conversion serves no useful purpose. However,
�io not rely upon waivers being issued except as specifically issued in writing
by tl�� c�ty.
B. Final Project Record Docuinents
1, Ti•ansfer of data to Drawings
a. Carefully transfer cllange data sliown on the job set of Record Drawiiigs tQ the
corc•es��ondin� �nal documents, coordinating the changes as required,
b. Cl�arly indicate at each affected detail and othe�� Drawing a fiill description of
changes made during construction, and the actual ]ocation of items.
c. Call attention to each e�ltry by drawing a"cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the pi•oper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been Icept clean during progress of
the Work, and if entries theceon have been orderly to the approval oi the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document fi�om the City at the City's usual cha�ge for reproduction and
handling, and carefully transfer the changa data to the new copy to the approval
of the City.
3.5 1t�PAIR / RESTORATION [NOT US�D)
3.6 RE-TNSTALLATION (NOT USED]
3.7 FIELD [on] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
40 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
1
2
017839-5
PROJGCT RLCORD DOCUMENTS
Page 5 of S
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 201 I
+�=idl E�� i
13f��!I�Ci iaid�x���A�
1'ngc 1 of 6
I
z
� ± �,�i'IU�I OM � 1 X�
r��v�r�� r��:Nic��v��,
;3 ��.��,��' �1 -� �X���T]���L
� 1,1� �iJMNtA,12'S�'
5
6
7
�
9
lU
11
l�
l�
1 �t
15
16
17
18
A, �ection Includes
I. I��ar��vi�i�; �orlcxate �aviilg, �s�halt pavir��; tuld brialc �avirtlg.
�. Reia�ovirlg ��nci•ete curU aigd buttei•.
3, Reu��vin� cor�cre�e valley gutkoi�,
4. Millia��; roadway �aving,
5. FulvQri;c�ti�t� oi'��.istin�; ��v�i����lt,
fi. Dis�o�al Uf rainov�cl a1�al�t�ials.
�. ��via�ion� i'i�c�in �'lty oif�ort �iVar�ti� �t���cl1�'ds
1, I���7�
�. I��l�t�d ����i��3tioil �aetioi�s I��eludo t�u� �.r� i�c�t �1���s��rily llriai��d �o
1. I�ivisio�� 0- Bidding Rec�uit���n�nts, �oi�ti°�ot l�oY�irz�, aiicl Conditions of�th�
Coxltt�a�t.
2. IDivision 1- Genera] Requi�•ements
3. Section 32 11 33 - Cement Treated Base Coucse
19 1,2 PRICE AND PAYIYI�NT PROCEDURES
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. Measurement
a. Remove Concr•ete Paving: measure by the square yard fi•om bacic-to-back of
curbs,
b. Remove Asphalt Paving: measure by the square yard between the lips of
gutt�rs.
c. Remove Bricl< Paving: measure by the square yard.
d. I�emove Concrete Curb and Gutt�t^ measure by the linear foot.
e, Rernove Coi�crete Valley Gutfier: measure by the square yard
£ Wedge Milling: measure by the squat�e yard for vatying thiolrness,
g. Surface Milling: measur� by the square yard for varying thicicness,
h. Butt Milling; measiu•ed by the linear foot.
i, P�tv�rnent Pulverization; nleasure by the squar� yard.
j, R.et�ave Sp�ed Cushion; �r»asur� by each.
2. Payment
a, Remove Concrete Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, aquipment, labor and incidentals needed to execute worlc.
b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute worlc.
c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
execute work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
024115-2
PAVING REMOVAL
Page 2 of 6
1
2
3
4
5
6
7
8
9
10
il
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
d.
e,
f.
�•
h.
i.
.1�
k.
1.
Remove Concrete Curb and Gutter: full compensation for saw cutting, i•emoval,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work,
Remove Concrete Valley G�itter: fiill compensation for saw cutting, removal,
hauling, disposal, t�ols, equiE�inent, labor and incidentals needed ta execute
wark.
Wedge Milling: full compensation for all milling, haulin� milled material to
salvage stockpile or disposal, tools, labor, equipment and ineidentals n�cessal•y
to execute the work.
Surface Milling: fi�ll compensation for all mi11ii1�, hauling milled inaterial to
salva�;e stockpile or disposal, tools, labor, aquipment and incidentals »ecassary
to execute the work.
Butt Milling: full compensation for all milling, hauling milled �naterial to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the worlc.
Pavement Pulverization: full compensation for all labor, inaterial, equipment,
tools and incidentals necessary to pulverize, remove and store the pulverized
material, t�ndercut 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 worlc.
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 paymerit limits indicated
on plans, or for pavements or structures removed for CONTRACTOR's
convenience.
28 1.3 REFERENCES
29 A. ASTM International (ASTM):
30 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
31 Soil Using Standard Effort (12 400 ft-lbf/ft3 (6001cN-m/m3))
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 20l 1
024] 15-3
PAVING REMOVAL
Page 3 of 6
1 1.4 ADMINISTRATIVE 1t�QUI1t�M�NTS [NOT US�D]
2 1.5 SUBMITTALS [NOT USEll]
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
4 1.7 CLOSEOUT �UBMITTALS [NOT USED]
5 1,8 MAINT�NANC� MATERIAL SUBMITTALS [NOT US�D]
6 1.9 QUALITY ASSiJRANCE [NOT US�D]
7 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WAI2I2ANTY [NOT USED]
10
I1
12
13
14
PART 2 - PRODUCTS
2.1 OWN�R-FURNISHED PRODUCTS [NOT US�D)
2.2 EQUIPMENT [NOT USED]
2.3 ACCESSORIES [NOT USED]
2.4 SOURC� QUALITY CONTROL [NOT US�D]
15 PART 3 - �XECUTION
16 3.1 EXAMINATION [NOT USED)
17 3.2 INSTALLERS [NOT USED]
18 3.3 PREPARATION
19 A. General:
20 1. Marlc paving removal limits for City approval prior to beginning removal,
21 2. Identify known utilities below grade - Stalce and flag locations.
22 3.4 PAVEMENT I2�MOVAL
23 A. General.
24 1. Exercise caution to minimize damage to underground utilities.
25 2. Minimize amount of earth removed.
26 3. Remove paving to neatly sawed joints.
27 4. Use care to prevent fracturing adjacent, existing pavement.
28 B. Sawing
29 1. Sawing Equipment.
30 a. Power-driven.
31 b. Manufactured for the purpose of sawing pavement.
32 c. In good operating condition.
33 d. Shall not spall or fi•acture the pavement structure adjacent to the removal area.
34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and
35 perpendicular to existing joint.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
02�� is-a
PAV(NG REMOVAL
Page 4 of 6
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
z�
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. Tf a sawcut falls within 5 feet o�' an en existing dummy joint, construction joint, saw
joint, cold joint, expansion joint, edge of paving oi• guttec lip, remove paving to tllat
joint, edge or lip.
5, If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
neat, st►•aigl�t line for the pur�os� of removing the damaged ar�a.
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 �oncrete Cucb and Guttei•
1. Sawcut; See 3.4.B.
2. Minimum limits of removal: 30 inches in length,
E, Remove Asphalt Paving
l. Sawcut: See 3.4,B.
2. Remove pavement without disturbing the base material.
3. When shown on the plans or as directed, stockpile materials designated as
salvageable at designated sites.
4, Prepare stockpile area by removing vegetation and h�ash and by providing for
proper drainage.
F. Milling
1. General:
a. Mill surfaces to the depth shown in the plans or as directed.
b, Do not damage or disfigui•e adjacent work or axisting surface improveinants.
c. If milling exposes smooth underlying pavement surfaces, mill the smooth
surface to make rough.
d. Provide safe temporary transition where vehicles or pedesh•ians must pass over
the milled edges.
e. Remove excess material and clean milled surfaces.
% Stockpiling of planed material will not be permitted within the right of way
unless approved by the City.
g. If the existing base is bricic and cannot be milled, remove a 5 foot width of the
existing brick base. See 3.3.G. for brick paving removal.
2. Milling Equipment
a. Power operated milling machine capable of removing, in one pass or two
passes, the necessary pavement thickness in a five-foot minimum width,
b. Self-propelled with sufficient power, traction and stability to maintain accurate
depth of cut and slope.
c. Equipped with an integral loading and reclaiming means to immediately
remove material cut from the surface of the roadway and discharge the cuttings
into a trucl<, all in one operation,
d. Equipped with means to control dust created by the cutting action.
e. Equipped with a manual system providing for uniformly varying the depth of
cut while the machine is in motion making it possible to cut flush to all inlets,
manholes, pr othar obstructions within the paved area.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
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
35
36
37
38
39
£ 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 aspl�alt, concrete or bricic paveinent fi•o�n the lip of gutter
at a deptl� of 2 inches and trai�sitioning to tnatch the e,cisting pavement (0-inch
cut) at a minimum width of 5 feet.
b. Surface Mill existing asphalt pavement to the ciepth specified,
c, Provide a milled stu•face tilat provides a uniform surface Free from �ouges,
ridges, oil �ilm, and other imperfectio�2s of worlcmanship with a ur�it'oi�tn
textured appearance.
d. In all situations where the existing H.M.A.C. surface contacts the curb face, the
wedge milling includes the removal of the existing asphalt covering the gutter
up to and along the face of curb.
e. Perform wedge oi• surface milling operation in a continuous manner along both
sides of the street or as directed.
4. Butt Joint Milling
a, Mill butt joints into the existing surface, in association with tlle wedge milling
operation.
b, Butt joint will provide a full widtli ti•ansition 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 are cequired on both sides of all railroad tracics and concrete
valley gutters, bridge decks and culverts and all other items which transverse
the street and end the continuity of the asphalt surface.
e. Make each butt joint 20 feet long and milled out across the fi�ll 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-inch at a
line adjacent to the beginning and ending points or intermediate transverse
items.
g, Provide a temporaiy wedge of asphalt at all butt joints to provide a smooth ride
over th� bump.
G. Remove Brick Paving
l. Remove masonry paving units to the limits specified in the plans or as directed by
the City.
2. Salvage existing bricks for re-use, clean, palletize, and deliver to the City Stocic pile
yard at 3300 Yuma Street or as directed.
H. Pavement Pulverization
40 l. Pulverization
41 a, Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33.
42 b. Temporarily remove and store the 8-inch deep pulverized matei•ial, then cut the
43 base 2 inches.
44 c. Start 2-inch base cut at a depth of 8 inches frorn the existing pulverized sut•face,
45 2. Cement Application
46 a. Use 1,5% Portland cement.
47 b. See Section 32 11 33,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
oza� Is-�
PAVING RE1viOVAL
Page G 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
3. Mixing: see Section 32 11 33.
4. Compaction: see Section 32 11 33.
S. Finishing: see Section 32 11 33.
6. Curing; see Section 32 11 33.
7. Tf the existing pavement has a combination of 10 inches of H,M,A.C. and crushed
stone/gravel:
a. Undercut not required
b. Pulverize l0 inches deep.
c. Remove 2-inch the total pulverized amount.
I. Remove speed cushion
1. Scrape or sawcut speed cushion from existing pavement without damaging existing
pavement.
3.5 REPATR [NOT USEDJ
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT USED)
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTTNG [NOT US�D]
3.10 CL�ANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATEo NAME SUMMARY OF CHANGE
25
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
3?u��c�-�
u�vU�.a,���rtL�1 r���xi�;��i��uw
n<a�� � o�'�+
�
���`�'�tit'� �l �3 1G
U1�1GI��,�S1�'.1�?,� G�f;�V�`['�QI�I
;n; �rf,
� ������':� �� � � �;r�.�r c� : ��
�t ��� ��������I�'�
�
G
�
8
9
10
I1
1�
13
1�
l�
�, �:�c�I;iQn Zi��:lticic�s;
1. L�cavate aceas as sho�vn otl tl�p i�r�wings oe a� dir°�et�d, T�c�inoval of mat�r-�als
e�7eoui��t��red to the linos, g<<ade�, �i�d �y�ieal s�ctioi�s sl�ow» on �ha D��a�vings aald
eeiTloval ti•om site. �:ccavations rr�Zy in�lud� cor��tt�uetioxi of
a, R�adway�
�, 1�raina�c Cliann�ls
c�, �itu ����v�il:ioti
r�. �1ca�+atio�� f'c�i= ��i�uGlur•��
a, d�� any otl�oi= Q��i=�tiQn c��oiving ti11� �x4avatio�a ot'or���ifi� rnfi�or-ial�,
I�, l�ovi�tion� ��axoul tl�is �iUy oi'Fo��t Worlll ���i�dai°cl ��acificatioa�
1. I'don�.
16 C. Related �pacification Sections include, but ai•e not necessarily limited to:
17 1. Division 0— Biddit�g Requiran2aclts, Contract ����nis and �onditions ot'tl�e Contract
18 2. Division 1— Genaral Requiren7e�lts
19 3. Section 31 24 00 — Embanlcments
20 1.2 PRICE AND PAYMENT PROCEDURES
21
22
�3
24
25
26
27
28
29
30
31
32
33
3�
35
36
37
38
39
40
41
A. Measuz�ement and Payment
1. Measurement �
a. Mea�urament for this Item sl2all be by the cubic yard in its �nal positian using
' ti}ie average end area inethod. Limits of �ne�surei��4nt is shown on the Drawin�s
la. When measured by the cubic yard in its �nal positiotl, this is a plans quantity
measurement Item, The yuantity to be paid is the quantity shown in the
proposal, unless modified by Article 11,04 of the General Conditions,
Additional measurements or calculations will be made if adjustments of
quantities are required.
2. Aayment
a. The worlc performed and xnatarials furnished in accordance with this Ztem and
m�asured as provided under "Meas�u�eine�lt" will be paid %r at the unit price
bid per cubia yard of "Unclassi�ed Excavation". Ato additional co�npe��sa�ion
will be allowed for rock or shrinlcage or swell factors as these are the
Contractor's responsibility,
3. The price bid shall include:
a. Excavation
b, Excavation Safety
c. Drying
d. Dust Control
e. Reworking or replacing the over excavated material in rock cuts
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
312316-2
UNCLASSIPILD L'XCAVA'I'ION
Vage 2 of 4
1 f. Hauling
2 g. Disposal of excess material not used elsewhere onsite
3 h. Scarificatiotl
4 i, Clsan-up
5 1.3 I2EFER�NCES [NOT USED]
6 A.. De�nitions
7 1. Unclassi�ed Excavation — Without regard to materials, all excavations shall be
8 considered �uiclassified aud shall 'u�clude all materials excavated. Any reference to
9 Rock or other materials on the Drawings or in the specifications is solely for the
10 City aud the Contractor's information and is not to be taken as a classification of
11 the excavation.
12 1.4 ADMTNSTRATIV� REQUIR�MENTS
13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
l4 Ol.
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 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE
20 A. Excavation Safety
21 1. The Contractor shall be solely responsible for making all excavations in a safe
22 mann�r.
23 2. All excavation and related sl�eeting and bracing shall comply with the requirements
24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
25 1.10 DELIVERY, STORAGE, AND HANDLING
26
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 temporary construction
easements, unless specifically disallowed in the Contract Documents.
b, Do not block drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. When the Work is performed in active traffic areas, store materials only in
areas barricaded as provided in the traffic control plans.
e. In non-paved areas, do not store material on the root zone of any trees or in
landscaped areas.
2. Designated Storage Areas
a. If the Contract Documents do not allow the storage of spoils within the ROW,
easement or temporary construction easement, then secure and maintain an
adequate storage location.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
312316-3
UNCLASSIl�IEll E;CCAVA"I'[ON
Page 3 of 4
1
2
3
4
5
6
7
8
9
10
11
12
b. Provide an affidavit that rights have been secured to store the materials on
pi•ivate property.
c, Provide ei•osion conh•ol in accordance with Section 31 25 00.
d. Do not blocic drainage ways.
1.11 FI�LD CONDITIONS
A. EYisting Conditions
l, Any data which has been or may be provided on subsurface conditions is not
inte�lded as a i•epresentation oi• warranty oi accuracy or continuity between soils, It
is expressly understood that neither the City noc the Eng�neer will be responsible
for interp►•etations or conclusions dra�vn there from by the Contractor.
2, Data is made available for the convenience of the Conti•actor,
1.12 WAI2I2ANTY [NOT USED]
13 PART 2- PRODUCTS [NOT US�D]
14 2.1 OWN�R-FURNISH�D [NOT US�D]
IS
16
17
18
19
�
2.2 PRODUCT TYPES AND MATERIALS
A. Materials
l. Unacceptable Fill Material
a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM
D2487
PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED)
22 3.2 EXAMINATION [NOT US�D]
23 3.3 PR�PARATION [NOT USED]
24 3.4 CONSTRUCTION
25 A. Accept ownership of unsuitable or excess material and dispose of matei•ial off-site
26 accordance with local, state, and federal regulations at locations.
27 B. Excavations shall be performed in the dry, and kept free fi�om water, snow and ice
28 during construction with eh exception of water that is applied for dust control,
29 C. Separate Unacceptable Fill Material fi•om other materials, remove fi•om the Site and
30 properly dispose according to disposal plan.
31 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
32 proposed or existing structures.
33 E, Correct any damage to the subgrade caused by weather, at no additional cost to the
34 City.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
312316-4
UNCLASSiFIFD GXCAVATION
Page 4 of 4
1
2
3
4
S
6
7
8
9
10
11
12
13
14
15
16
17
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 fi�lish grades.
2. Iz� the ev�nt of over excavation due to confiractor ei°ror below th� ]ines and brades
�stal�li�h�d in the I�rawings, us� a�p�°ovad einbal�lem�nt nlaterial Loi���acteci in
a�cordan�e witli S�ction 31 �,4 00 to i��place the over excavated at 17o additional
cost to City.
H. Earth Cuts
1. Excavate to finish subgrade
2. In the event of over excavation due to cont�•actor error below the lines and grades
establish�d in the Drawings, use approved embanlanent material coinpacted 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 R�PAIR [NOT USED]
3.6 RE-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 ove�• excavation, Contractor provides fill material approved by the City
22 at tao expense to the City,
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT US�D]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT USED)
28 3.13 MAINTENANCE [NOT USED]
29 3.14 ATTACHMENTS [NOT USED]
30
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
:�;� ! 1 l;� ; i
k:k��i� FJ`I''i'I��•'-�alk<I.� I�t15T �;�UJ�k�I��
i�e(��. 1 �.i 7
.�
�
r
�.�����4a�i�� �� � 1 ��
�'�MZ�I`r ��t�t�l�,�`�'�l� I��1�r? �C�ut�����
:� ���.���l�j � -� ����������
� �.,i ���i�c��.�.z�,'��
�
�
7
8
9
l0
11
ll
�, �'�t�t�ci�� i4��l�es���
1, `l�rc��1�in�; �uU�;r•nti�, sut��a�� ��ad u�3� enu►���s (�� tl°�Q �ulv�r�caiipn, ad�lltic�n ot�
cetxis►�t, i111?CIYl�; AY1CI (%01]l��aCtltl� ill� I111X 11'1r�iGl'la� t0 l'lIG NBQUII°ed c�eilsity.
2. Tiem applies to the natua�al �;roui�d, eanbankni�nt, e�istin� pavena�nt, b�s� oa�
SLI�I�A�� COUP50S �11C@CI �17CJ SI'If1�J C011�'pl'lll LO �IIE �[�ICaI 5ECt1011, liajes a�7d g�•acl�s
�howt� ott tl�� plans,
B, Deviations �i°om City of Fort Worth Standards
1, I�lo��t�
l� C'. kelat�d ��e�ilication Sectioi�s ii�elucl� b�tt are nol' n�ees�r�rily linlit�ci to
14 1, �ivision 0- Bidding Requic�men�s, �oy�tract Forins, anc� Conditioi�s oFthe �c�i�tr•act
15 2. T7ivi�ion 1- Gencral Requia�e�riea�ts
16 3, Section 32 11 26 - Flexible Base Courses
17 1.2 I'Tti� �' �11�TD PAYIVI�NT PI20C�DUR�S
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
3S
36
37
38
39
40
41
42
A. Measurorn�nt at�d Fayment
l. Measureiment ..
a. Cement: measure by the ton (dry weight), `"'' ��
b, Cemerlt Treatn�ent
1) Measure. by the square yard of su��f�ce area; .,
2) The dime��sions for determining the surface araa is established by th�
.' Widths shown on the plans at�d the lengths ���easured at placement.
'2.•� ' Payment
a. Cement: paid for at the unit price bid and full compensation for:
1) furnishing tlie maierial
2) all freight involv�d
3) all unloadiiig, storing, at�d handling
b. �ernent �'reatm@tit: based on the worlc performed and placed and includes fu1)
coinpEylSation for:
1) pulverizing or providing the soil material;
2) handling, hauling and spreading dry or sluriy cement;
3) mixing the cemant with the soil either in-place or in a mixing plant;
4) furnishing, hauling and mixing water with the soil-cement mixtu��e;
5) spr�eading and shaping the mixture; compaeting the mixture, including all
rolling required for eompaetion;
6) surface finishing;
7) water and sprinkling;
8) curing;
9) and for all manipulation, labor, equipment, appliances, tools and incidentals
necessary to complete the worlc.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
321133-2
CEM�N'C TREA"CED I3ASF, COURSGS
Page 2 of 7
1 1.3 REFElZCNCES
2 A. Reference Standards
3 1. Reference standards cited in this specification refer to the current reference standard
4 publisl�ed at tlle tin�e of the latest revision date logged at the end of this
S specification, unless a date is specifically cited.
6 2. ASTM international (ASTM):
7 a. C150, Standard Specification for Portland Cement
8 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of
9 Soil Using Standard Effoi�t (12 400 ft-Ibf/ft3 (600 l<N-m/m3))
10 3. Texas Department of Transpoi�tation (TxDOT)
11 a. Tex-101-E, Preparing soil and flexible base materials for testing
12 b, Tex-1�0-E, Measuring thicicness of paving layers
13 1.4 ADMINTSTRATIV� R�QUIREMENTS [NOT US�D]
14 1.5 ACTION SUBMITTALS [NOT US�D]
15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
16 1.7 CLOSEOUT SUBMITTALS [NOT USED)
17 1.8 MAINTENANCE MAT�RIAL SUBMTTTLAS [NOT USED]
18 1.9 QUALITY ASSURANCE [NOT USED]
19 1.10 DELIVERY, STORAGE, AND HANDLING
20 A. Truck Delivered Cement
21 1. Each truck ticket shall bear the weight of cement measured on certified scales.
22 2. Submit deliveiy 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 teast 40 degrees F.
27 B. Measure temperature in the shade away from artificial heat.
28 C. Suspend application when the City determines that weather conditions are unsuitable,
29 1.12 WARRANTY [NOT USED]
�
31
32
33
34
35
36
37
38
PART2- PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT USEDJ
2.2 MATERIALS
A. General
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifcations.
2. Notify the City of the proposed material sources and of changes to material sources.
3. Obtain verifcation from the City that the specification requirements are met before
using the sources.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2013-13)
02132
321133-3
CEMENT TREATED BASE COURSES
Page 3 of 7
1
2 B.
3 C.
4
5 D.
4. The City may sample and test project materials at any time before compaction.
Cement: ASTM C150 Type I, II oc IP.
FleYible Base Courses: Furnish base material that meets the requirements of Section 32
11 26 for the type and grade shown on the plans, before the addition of cement.
Water; Furnish water fi�ee of industrial wastes and other objectionable material.
6 2.3 ACC�SSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - �XECUTION
9 31 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION
12 A. Shape existing material in accordance with applicable bid items to conform to typical
13 sections shown on the plans and as directed.
14 3.4 INSTALLATION
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
A. General
1. Produce a completed course of treated material containing:
a. uniform Portland cement mixture, free from loose or segregated areas.
b, uniform density and moisture content.
c. well bound for full depth.
d, with smooth surface and suitable for placing subsequent couises.
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 exceeding 5 inches deep.
B. Equipment
1. Provide machineiy, tools, and equipment necessary for proper execution of the
worlc,
2. Rollers:
a. The CONTRACTOR may use any type of roller to meet the production rates
and quality requirements of the Contract unless otherwise shown on the plans
or directed,
b. When specific types of equipment are required, use equipment that meets the
specified requirements.
c. Alternate Equipment.
1) Instead of the specified equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces eauivalent results.
2) Discontinue the use of the alternate equipment and furnish the specified
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipment if production rate
and quality requirements of the Contract are not met.
3. Sluriy Equipment.
a. Use slurry tanks equipped with agitation devices for cement application.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
321133-4
CEMLNT TI2LATED BASE COURSES
Page 4 of 7
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
b. Tl�e City may approve other sluriying �nethods.
c. Provide a pump for agitating the siuriy wlien the distributor t►�ucic is not
equipped t�ith an agitator•,
4. Pulverization Equipment.
a. Provide pulvecization equipmeirt that:
1) cuts and pulverizes material uniformly to the proper depth with cutters that
plane to a uniform surface over the entirc widtl� of the cut,
2) provicies a visible indic�t�on of thE deptl� of cut at all ti►nes, aud
3) uniformly ►lxixes the matei°ials.
C. Pulverization
1. Pulverize or scarify existing material after shaping so that lOQ percent by dry
weigl�t �asses a 1 inch sieve, and 80 peccent by dry weight passes a No. 4 sisv�
exclusive of g�•avel or stone r�tained in sieves,
2. Pulverize recycled asphalt pavemant so that 100 percent by dry weight passes a 2
inch sieve, and 60 p�t'C�ilt �j� dPy t�veight passes a No. 4 sieve exclusive of �;ravel or
stone retained in sieves.
D, Cement Application
1, Spread by an approved dry or slw•ry method uniformly on the soil at the rate
speci�ed on the plans
2. If a bulk cement spreader is used, position by string lines or other approved �nethod
during spreading to insure a uniform distribution of cement.
3. Apply to an area that all the operations can be continuous and completed in daylight
within 6-hours of initial application.
4. Do not exceed the quantity of cement that permits uniform and intimate mixture of
soil and cement during dry-mixing operations
5. Do not exceed the specified optimum moisture content for the soil and cement
mixture.
6. No equipment, except that used in the spreading and mixing, allowed to pass over
the fi�eshly spread cernant until it is mix�d wit�l the soil.
E. Mixing
1. Thoroughly mix the material and cerraent using approved equipment.
2. Mix until a homogeneous, friable mixture of material and cement is obtained, fi•ee
from all clods and lumps.
3. Keep mixture within moisture tolerances throughout the operation.
4. Spread and shape the completed mixture in a uniform layer.
5. After mixing, the City samples the mixture at roadway moisture and test in
accordance with Tex 101 E, Part III, to determine compliance with the gradation
requirements in Table l.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-]3)
02132
321133-5
CGMENT TRGATED BASE COURSES
Page 5 of 7
1 Table 1
2 Gr�dation R�ec uirements Minitnum % 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
IS
16
17
18
19
20
21
22
23
24
2S
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
F. Compaction
1. Prioc to the beginning of con�paction, the mi�ture shall be in a loosa 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 percentage of moistui•e in the mixture and in un-
pulverized soil (umps shall be less than the quantity which shall cause the soil-
cement mixture to become unstable during compaction and finishing,
4. When the uncompacted soil-cement mixture is wetted by rain so that the average
moisture content exceeds the tolerance given at the time of final compaetion, the
entire section shall be reconstructecl in accordance with this specification at the sole
expense of tlie CONTRACTOR.
5. The speci�ed optimum moisture content and density shall be deterinined in the
field on the representative samples of soil-cement mixture obtained fi�om the area
being processed.
6. Final moisture content shall be within minus-2 to plus-4-of-optimum.
7. Begin compaction after mixing and aftec gradation and moisture cequirements have
been met.
8. Begin compaction at the bottom and continue until the entire depth of the mixture is
uniformly compacted.
9. Uniformly compact the mixture to the specified density within 2-hours,
10, After the soil and cement mixture is compacted unifocmly apply water as needed
and thoroughly mix in.
11. Reshape the surface to the required lines, grades and cross section and then lightly
scarify to loosen any imprint left by the compacting or shaping equipment,
G, Maintenance
1. Maintain the soil-cement treatment in good condition from the time it first starts
worlc until all work shall is completed.
2. Maintenance includes immediate repairs of any defect that may occur aftej• the
cement is applied.
3, Maintenance work shall be done by the CONTRACTOR at tl�e CONTRACTOR'S
expense and repeated as often as necessary to keep the area continuously intact.
4. Repairs are to be made in such a manner as to insure restoration of a uniform
surface for the full depth of treatment,
5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at
least 2 inches, �Iling the area with treated material and compacting.
6. Remedy any low area of subbase or base shall by replacing the material for the full
depth of subbase or base treatment rather than adding a thin layer of stabilized
material to the completed work,
42 H. Finishing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2013-13)
02132
321133-6
CEMENT TRGATED BASE COURSGS
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
l. After completing compactiou of ihe final course, clip, skin, or ti�ht-blade the
s�uface of the cement-treated material with a maintainer or subgrade trimmer to a
depth of approximately 1/4 inch.
2. Remove loosened material and dispose of at ai� 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 sw•face 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 manne�• as to produce, in
not more than 2-hours, a smooth, closely knit sui•face, free of cracics, ridges or loose
mater�al, confor�ning t� the drawn grade and line shown on the plans,
6, After the �nal layer or course of the cement modifed soil has been compacted, it
shall be brought to the required lines and grades in acco�•dance with the typical
sections.
7. The completed section shall then be �nished by rolling with a pneumatic tire or
othei� suitable roller sufficiently to create micro cracicing.
I. Curing
l. General
a. Cure for at least 72 hours.
b. Maintain the moisture content during curing at no lower than 2 percentage
points below optimum.
2. Curing method depends on �nished pavement type:
a. Conerete pavement:
1) Sprinkle with water
2) Maintain moisture during curing
3) Do not allow equipment on the finished course during curing e:ccept 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. 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.
B. Depth Test
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
321133-7
CEMENT TREA'1'ED 13ASG COUI2SES
Pa(�e 7 of 7
1
2
3
4
5
6
7
8
9
10
11
12
l. Tal<e minimum of o�le corc per 500 lineac feet per each direction of tl'avef
sta�gering t�st location in ��ch lane lo det�rmine in-place depth.
2. City Project Representative determines de�Ch testing locations,
3.8 SYSTEM STARTUP [NOT USEll]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USEll]
3.11 CLOSEOUT ACTIVITI�S [NOT ITSED]
3.12 PROTECTION (NOT USEll]
3.13 MAINTENANCE (NOT USED]
3.14 ATTA�HM�NTS [NOT USED]
END OF S�CTIQN
REvision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32121G-1
/�SI�CiAL"I' l�f�VING
Psige I oF23
1
2
3 PART 1 - G�N�12�iL
4 1.1 SUMMARY
5
6
7
8
9
10
ll
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
SECT�ON 32 12 l6
ASPI-iALT PAV�I�IG
A. Construct a paveinent layer composed of a compacted, dense-graded tnixture of
agga•c;gate a�1d as�l�alt binder foi• surface oi• }�ase courses,
B. Standard Detail
1. H.M.A.C. Pavement Construction Details
C. Deviations ii•om City of Fort Worth Standards
l. None
D. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contraet Forms, and Conditions of the Contract
2, Division 1- General Requirem�nts
3. Section 32 O1 17 - Permanent Aspha(t Paving Repair
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement
a. Asphalt Pavement; measure by the square yard of completed and accepted
asphalt pav�ment in its itnal positioyl for various thicknesses and types.
b, H.M.A.C. Transition: measure by the ton of cnmposite hot mix.
c. Asphalt Base Course: measure by the sc�uare yard of completed and accepted in
its �nal position for various thicknesses.
d. H.M.A.C. Pavement Level Up: measure by the ton of completed and accepted
in its �inal position.
e. H.M.A.C. Speed Cushion: measure by each completed and accepted in its final
position,
2, Payment: Based on the work performed and all materials fuimished and subsidia�y
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. traffic 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 (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS �2�32
Revised July 1, 2011
32I216-2
ASPI-IA[�T PAVING
Page 2 of 23
1.3 REFEIZENCES
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
A. Abbreviations and Acronyms
1. RAP (reclai�ned asphalt paveme�rt)
2. SAC (surface aggregate classi�cation)
3. BRSQC (Bituminous Rated Source Quality Catalog)
4. AQMP (Aggregate Quality Monitoring Program)
5. H.M,A.C. (Hot Mix Aspllalt Concrete)
6, WMA (Warm Mix Asphalt)
B. Reference Standards
1. Reference standards cited in this specification refer to the current ��eference standard
published at the tizne of tlle latest ��evision date logged at the end of tl�is
specification, unless a date is specifically cited.
2. National Institute of Standards and Technology (NIS'T)
a. Handboolc 44 - 2007 Edition: Specifications, Tolera��ces, and Other Technical
Requirements for Weighing and Measuring Devices
3. ASTM International (ASTM):
a. ASTM D6084 - 06 Standacd Test Metl�od for Elastic Recoveiy of Bituminous
Materials by Ductilometer
4. American Association of State Highway and Transportation Officials
a. MP2 Standard Specification for Superpave Volmnetric Mix Design
b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
(HMA)
a T 201, ICinematic Viscosity of Asphalts (Bitumens)
d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
V iscometer
e, T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
Using Rotational Viscometer
f. TP 1-93 Test Method for Detei•mining the Flexural Creep Stiffiless of Asphalt
Binder Using the Bending Beam Rheometer (BBR)
5, Texas Department of Transportation
a. Bituminous Rated Source Quality Catalog (BRSQC)
b. TEX 100-E, Sw�veying and Sampling Soils for Highways
a Te�. 106-E, Calculating the Plasticity Index of Soils
d. Tex 107-E, Determining the Bar Linear Shrinlcage of Soils
e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
f. Tex 203-F, Sand Equivalent Test
g, Tex-204-F, Design of Bituminous Mixtures
h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures
i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse
Aggregates
j. Tex-226-F, Tndirect Tensile Strength Test
k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures
1. Tex-243-F, Tack Coat Adhesion
m. Tex-244-F, Thermal profile of Hot Mix Asphalt
n. Tex 280-F, Determination of Flat and Elongated Particles
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32121G-3
ASPHALT PAVING
Page 3 of 23
1
2
3
4
5
6
7
8
9
10
ll
12
13
14
1S
16
l7
18
o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve i�l Minecal Aggregates
(Decantation Test for Coneret� Aggregates)
p. Te:c 408-A, Organic Impurities in Fine Aggrega�e for Concrete
q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angel�s Machine
r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfats oc Ma�nesium
s. T�Y 460�A, Determining Crush�d Face Particle Cottnt
t. Tex 461-A, Degradation of �oarse Aggregata by Micro-Deval nbrasion
u. Sulf�ie
v. Tex-S30-C, Effect of Water on Bituminous Paving Mi�h�res
w. �I�ex-540-C, Measurement of Poly�n�r Se}�aration on Heating in Modife�l
Asphalt Systems
x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
y, T�x-920-T�, Verifying the Accuracy of Drum Mix Plant Belt Scales
z. Tex-921-K, Verifying tlie Accuracy of Hot Mix Plant Asphalt Meters
aa. Tex 923-K, Verifying the Aecuracy of Liquid Additive Meterin� Systems
1.4 ADMINISTRATIV� 1t�QUIREMENTS [NOT US�D]
1.5 ACTION SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval, See 2.2.B.1.
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND I-IANDLING [NOT USED]
24 1.11 FIELD CONDITIONS
25
26
27
28
29
A, Weather Conditions
1. Place mixture when the roadway surface temperature is equal to or higher than the
temperatures listed in Table l,
Table 1
Minimum Pavement Surface Tem eratares
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 45
PG 70 55�
PG 76 or higher 60�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
�
.1
.1
HMAC SURFACE OVERLAY (2013-13)
02132
321216-4
ASPHALT PAVING
Page 4 of 23
1 �' Contractors may pave at temperatui•es 10°F lower than tl�e values shown in Table 1
2 when utilizing a pavi�ig process including WMA or equip�lient that eliminates thermal
3 segregation. In such cases, the contractor must use eitller a hand held thermal camera
4 or a hand held infi•ared thermometei• operated iu accordance with Tex-244-F to
5 demonstrate to the satisfaction of the Ciiy that tlle uncompacted mat has no more thari
6 10° F of thermal segregation.
7
8 2. Unless othei•wise shown on tlle plans, place mixtures only when tveather conditions
9 and inoisture conditions of the roadway surface are suitable in the opinion of the
10 City.
11
12 1.12 WARI2ANTY [NOT US�D�
13 PART 2 - PRODUCTS
14 2.1 OWNER-FURNISH�D 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. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications,
2. Notify the City of all material sources.
3. Notify the City before changing any material source or formulation.
4. When the CONTRACTOR makes a so�n�ce or formulation change, the City will
verify that the requirements of this specification are met and may require a new
laboi•ato�y mixtw•e design, trial batch, or both.
5. The City may sample and test project materials at any time dw�ing the pi�oject to
verify compliance,
6. The depth of the compacted lift should be at least two times the nominal maximum
aggregate size.
B. Aggregate.
1, General:
a. Furnish aggregates fi�om sources that conform to the requirements shown in
Table l, and as specified in this Section, unless otherwise shown on the plans,
b. Provide aggregate stockpiles that meet the definition in this Section for either
coarse aggi•egate or fine aggregate,
c. When r�eclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
stockpiles in accordance with this Section.
d. Aggregate from RAP is not required to meet Table 2 requirements unless
otherwise shown on the plans,
e, Supply mechanically crushed gravel or stone aggregates that meet the
definitions in Tex 100 E.
f. Samples must be from materials produced for the project.
g, The City will establish the surface aggregate classification (SAC) and perform
Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32121C-5
ASPHALT PAVING
P�ge 5 of 23
1
2
3
4
5
6
7
8
9
h
�
k.
Table 2
10
11
12
13
14
1s
16
17
18
19
20
21
22
23
24
25
26
27
A re ate Quali Re uirements
Pro er Test Method Re uirement
Coarse A re ate
SAC AQMP As shown on lans
Deleterious material, percent, max Tex-217-F, Part I 1.5
Decantation, ercent, max Tex-217-F, Part II 1.5
Micro-Deval abrasion, percent, max Tex-461-A Note 1
Los An eles abrasion, ercent, max Tex-410-A 40
Ma nesium sulfate soundness, 5 c cles, ercent, max Tex-411-A 30
Coarse aggregate angularity, 2 crushed faces, 3
ercent, min Tex 460-A, Part I 85
Flat and elon ated particles 5:1, ercent, max Tex-280-F 10
Fine A re ate
Linear shrinlcage, percent, max Tex-107-E 3
Combined A re ate
Sand equivalent, ercent, min Tex-203-F 45
1. Not used tor acceptance purposes. Used by the City as an indicator of fhe need tor further investigation.
2. Unless otherwise shown on the plans.
3. Unless otherwise shown on the plans. Only applies to crushed gravel.
Perfor�n all other aggregate quality tests listed in Table 2.
Docuiilent all test results on tlle miYture desig» repoi-t.
The City may perform tests on independent or split samples to verify
CONTRACTOR test results.
Stocicpile aggi•egates for each source and type separately aud 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.
m. Coarse Aggregate.
1) Coarse aggregate stockpiles must have no more than 20 percent material
passing the No. 8 sieve,
2) Maximum aggregate size should not be over half of the proposed lift depth
to prevent particle on particle contact issues.
3) Provide aggregates from sources listed in the BRSQC.
4) Provide aggregate fi�om nonlisted sources only when tested by the City
and/or approved before use.
5) Allow 30 calendar days for the City to sample, test, and report results for
nonlisted sources.
6) Class B aggregate meeting all other requirements in Table 2 may be
blended with a Class A aggregate in order to meet requirements for Class A
materials.
7) When blending Class A and B aggregates to meet a Class A requirement,
ensure that at least 50 percent by weight of the material retained on the
No. 4 sieve comes from the Class A aggregate source.
8) Blend by volume 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 SURFACE OVERLAY (2013-13)
02132
321216-6
ASPHAL"C PAVING
Page 6 of 23
1 9) When blending, do not use Class C or D aggregates.
2 10) For blendiug purposes, coarse aggregate from RAP will be consideced as
3 Class B aggregate.
4 11) Provide coarse aggz•egate with at least the n�inimum SAC shown on the
S plans,
6 12) SAC cequirements apply only to aggregates used on the surface of travel
7 (a�i�s, unless otlierwise shown on the plana.
8 n. RAP is salvaged, milled, pulverized, brokan, or cruslled asphalt pavement,
9 1) No RAP permitt�d %r TYPE D H.M.A.C,
10 2) Use no more than 20 pei•cent RAP on TYPE B H.M.A.C. unless otherwise
11 shown on the plans,
12 3) Crush or brealc RAP so that 100 percent of the particles pass the 2 inch
13 si�ve.
14 4) RAP fi�om either CONTRACTOR or City, including RAP generated during
15 t11� proj�ct, and is �ermitted only wh�n shown on the plans.
16 S) City-owned RAP, if allowed for use, will be available at the location
17 shown on the plans.
18 6) When RAP is used, determine asphalt content and gradation for mixture
19 design purposes,
20 7) Perform other tests on RAP when shown on the plans.
21 8) When RAP is allowed by plan note, use no more than 30 percent RAP in
22 Type A or B mixtures unless otherwise shown on the plans,
23 9) Do not use RAP contaminated with dit�t oc other objectionable materials.
24 10) Do not use the RAP if the decantation value exceeds 5 percent and the
25 plastieity index is greater than 8.
26 11) Test the stockpiled RAP for decantation in accordance with the laborato�y
27 method given in Tex-406-A, Part I.
28 12) Detet�mine the plasticity index using Tex-106-E if the decantation value
29 exceeds Spei•cent.
30 13) The decantation and plasticity index requirements do not apply to RAP
31 samples with asphalt �•emoved by extraction.
32 14) Do not intermingle CONTRACTOR-owned RAP stocicpiles with City-
33 owned RAP stockpiles.
34 I S) Remove unused CONTRACTOR-owned RAP material fi•om the project
35 site upon completion of tlle project.
36 16) Return unused City-owned RAP to the designated stocicpile (ocation,
37 0. Fine Aggregate.
38 1) Fine aggregates consist of manufactured sands, screenings, and field sands,
39 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3,
40 3) Supply fine aggregates that are fi�ee fi•om organic impurities.
41 4) The City may test the iine aggregate in accordance with Tex-408-A to
42 verify the material is fi•ee from oiganic impurities.
43 5) At most 15 percent of the total aggregate may be �eld sand or other
44 uncrushed fine aggregate.
45 6) With the exception of �eld sand, use fine aggregate fi•om coaise aggregate
46 sources that meet the requirements shown in Table 2, unless otherwise
47 approved.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 201 I
321216-7
ASPHAt,T PAVTNG
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 the
stocicpile and verify that it meets the requirements in Table 1 for coaise
aggregate angularity (Tex-460-A) and flat and elongated particles
(Tex-280-F).
Table 3
Gradation Re uirements for Fine A��;re�at
per•cent Passing by Weiglit 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 filler consists of finely divided mineral matter such as
agricultural linie, crushe�• fines, hydrated lime, cemant, or fly ash. Miliei•al fller is
allowed unless otherwise shown on the plans. Do not use more than 2 percent
hydrated lime or cement, unless otherwise shown on the plans. The plans may
require or disallow specific mineral �llers. When used, provide mineral filler that:
a. is sufficiently dry, free-flowing, and fi•ee fi•om clumps and foreign matter;
b. does not exceed 3 percent linear shrinkage when tested in accordance with
Tex-107-E; and meets the gradation requirements in Table 4.
14 Table 4
15 Gradation Re uirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
16
17
18
19
20
21
22
23
3. Baghouse Fines. Fines collected by the baghouse or other dust-collecting equipment
inay be reintroduced into the mixing drum.
4. Asphalt Binder. Furnish the type and grade of performance-graded (PG) asphalt
binder specified as follows:
a. Performance-Graded Binders, PG binders must be smooth and homogeneous,
show no separation when tested in accordance with Tex-540-C, and meet
Table 5 requirements.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
�
�
a
'C
�
� b
� �
� �
� U
C
cc
�
w
w.
a>
�
� �� o
�� n �, �
(�r N V ri N oNo � oNo
Fr
w � �p o
--� /� r-+ �n
�
d' � � o
� /� c� h
� i o0 0
�o N � /� N �
r �
� � r
0.� N V^ N o
i
� � �p O
�-+ /� .-+ cn
i
� d' �
,� r, � � �
�
,.
� � ,
d o <;� n c�v � ,^
o �n
� C7 � N �� o U .� �
F� %'� N V ' N � rY
P�
t„ � /� N M �
w i!
N �
p� `�° ^ � � I �
� W Z
�Y � W
cn ^ � � � O
Fa ,,�,,
� , � � o �
� N �' ^ N -�-� m (1r
� V � � � �
a N h N O � �
i
� /\ � � �
� a
M ^ M O �i
�
� � W
C7 � ;' � � N '�' � `r'
a
N � N I
U o U � U
o V Y o
�y, o y" � �, c".
^O �'." N � � p, U �
O � � � N � fn
N �
� N :1 G � O V1 '� � f�
� y �" U N O � '� � � �--�
� � � ��
b �' �u ''�"�' M � � oc! � `o° � � N �
q � � v� �.( � M a ,� �i � M � .�
� -� � � � E-' � � �; v' E-' � �
�y o � H cn o � .: ��y. � a�i � .�: s�.
� � � � � � M � � N � � r�i1 � N
y , � �+ y vi +�
� � v� �+ �n � � v� a�
�'' � N !�. ,� O � � (J F--� '� � � C7 E--�
¢ � � w > Q W� � Q
��
�o
�
aQ
W
>
O
U
�
�
�
�
x
F
0
3
Cl.
O
w
O
�{�
LI
U
N
T
�
ti
v
N
�
-(1:
� � N
� � w
O
N Q' �
N � �
�� a a
Q
x
a
Q
d
�
�
C
O
�.Vi
N
�
.G
H
00 �y oo co �
N �� � � �
U
o�o N N �� �� R
� N N iy � '�
a bA
� °
�--� � �
I N � �O O
w
,fl
m � � N �
P
. . . -. , . . . �
OP �y OO oo �
a N N � •--+
�
p„i N ,�y N � Q
� N i i ,�,
A
� rA � � �
N � � .O
' O
'�' �' p,
� � � cV N „
.O
lw �
(� Noo N o0 0o E
i N N � �
V � � O oA
.��. L1a N � ~ N .N—i � a
L� � � � � t�i
W � �
� � �
� �
i �"' � � N � � �
� �
� a
� M � � N N �
f +'
� a �� 00 W N 00 00
� � N ��/] N �' T' �
: W Q
f a N , � � � �
� i C� N � � ;�
�
i C
> `° � oo �o �o �
, "''' d N � � �
d� � � �r �t �
M � .-. cV cV �
00 W �
� oo p� N o0 00 �"
�/�� N a N -�' � .�
F�1 N
0
N
N N 'N-• � �
�
U �
U ° �
o ^ .�
.� �
O � � N �" �
J�
� � � � � �
� �
� U o Q � o o �
F � o� � o '_'� a
� � �
,ti � x �
C7 t�C M c d � M,� ��•-�� �� a`�i
`� �E-� � � Hp•� ��.� � �
�! o � "
G �-+ �
� r-�+ � � F N M N � � � � E
O b�A Vl •� � � ��y � i-�+ �� � .�-�+ a�.+
� U � � S7 � � � �
a � � � C7 E-� � � � E-� � w E�-� �
�
� � � a
a, f� U Ca
� N
a" o �
w
U �P. �' N
.� U � � �
P. bq O a'
ro � �" o �, �
'" 'v v a °.�' • �
'� � 'b i � `o y
y U � M '�
� �
'i7 ti W ,a � O
� � � °.,' '� ro
� a�i � � C7 � ti
0 0
�� �� �.} �
N
n+ +� a
� V � � CT
� y A. ky � 'o c�
� � E � `� � �
y � � � � Q c
c�a � � 0 � ° �
o"' �, ,a N �
'v� q ro �' N �
V O �
� � a' U � 1�..
`dC N � O � �,
�d > ,,� � � � �
.�
'O O ,bA� �p' O �
Yrn .� cvd 4. N N
� � a w° F' �
b � V � d � �
a'� �2' ��' o
O�y.
� b � � .NO N
U q
T � �' .� v�i bA �
� � �
N N N • ^ � '.�d U
� � N
(� .D �T .? .�"',
� 7 � °� � G N
� j, o '�7' e�i -d +�i
a � x a � � �
g �v :o
i� � � '� � A o
� � °'" T .� � o
g � � � � � v
U C
A O -� tt.i '� � (d
��+ p
� 5 N OA � A� O
� � � � � � �
+�'^ � c�i � 8 �
'� °� y G o �+ .�n
F'a G a•� �"y .�
+`3 � � � p U vNi
� � � � �.� N
> �
^� � iv y o
ti � � �
�
°� 3 � � � ' °,,'
a� � 3 C �w u
° � `� a�i °� � °� �
N w � -o a�i '`�v' 'c� 'ci
� "' a � � � a ,� �
o � � y � � � � �
N � vi � N ,�
w°: o 0 0 �� o
v' a' �' UN U`n M � G
'U a.�3. � C � Tq O� �N �
c °°' SU �¢Q °�''�
�ti R� .tj F". C vi
� �O � v � 'O C�y' � G N
aai v `(�n � 'L' �a a � � � 'n
Ca �Ci•X � � � O � � �
� � A b'' �.�, � � p, *'3 G 'v �
N��o°��.�z���
b'. � � �
.q � y ^ U �j ,N tT,. .� � p d
cv a3i ��� ��� Q, � g�
a, a�o o c� o'c� ��`� o a�
O �'� °U �� o'�� ��
0 0 •� '
,.��. �� O Vl O� G N y�`
� �' o � � �
� � O N N '� T � 3 � � �
> � . "' "
.� y� N•^yL�� C p� � 7 q 4 N
.o ,, � o o �e � � ... v
� N N�-. N� N•V w d
'���N> ��w° ��n �a- �.
O N N ti M N�d <t a�+ h�O ��.,
� �
� N
� O
.N_.
Q
�
>
O
U
�
�
�
�
H
W
�
U
Q
z
O
Q
U
�
w
a
�
z
0
V
Fx- �
a
Ov�i �--
� O �
� �; T
F5 ti
� Q �
�h�
U v� u:
32 l2 16 - 10
ASPHAL`P PAVING
Page ( 0 of 23
2 b. Sepai•ation testing is not reqtiired if:
3 1) a modifer is introduced separately at the mix plant either by injection in the
4 asphalt line or mixec,
5 2) the bindec is blended on site in continuously agitated tanl<s, or binder
6 acceptance is based on field samples tal<en from an in-Iia1e samplir�g port at
7 tl�e hot mix plant after tlie addition of inodi�iet•s.
8 5. Tacic Coat:
9 a. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-1H, or a
10 PG binder with a minimum l�igh-teinpecature grade of PG 58 far tacl< coat
11 binder in accordance with Section 2.2.A.5.
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
6. Additives.
a. General:
1) When shown on the plans, use the type and rate of additive specified,
2) Otl�er addilives that facilitate mixing or improve the quality of the miYture
may be allowed when approved.
b. Liquid Antistripping Agent.
1) Furnish and incorporate all required asphalt antistripping agents in asphalt
concrete paving mixtures and asphalt-stabilized base mixtures to meet
moisture resistance testing requirements.
2) Provide a liquid antistripping agent that is uniform and shows no evidence
of crystallization, settling, or separation.
3) Ensure that all liquid antisti•ipping agents arrive in:
a) properly labeled and unopened containers, as shipped fi•om the
manufacturer, or
b) sealed tanlc trucks with an invoice to show contents and quantities.
c) Pcovide produet information to the City including:
(1) Material safety data sheet
(2) Specific gravity of the agent at the manufacturer's recommended
addition temperature,
(3) Manufactu��er's i•ecommended dosage range, and
(4) Handling and storage instructions.
4) Addition of lime or a liquid antistripping agent at the Mix Plant,
incorporate into the binder as fol(ows:
a) Handle in accordance with the manufacturer's recommendations.
b) Add at the manufacturer's recommended addition temperature.
c) Add into the asphalt line by means of an in-line-metering device.
c. Liquid Asphalt Additive Mete�•s.
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 inerements of 0.1 gal. or less.
3) Verify accuracy of the meter in accordance with Tex-923-IC.
4) Ensure the accuracy of the meter within 5.0 percent.
44 7. Mixes
45 a. Design Requirements:
46 1) Unless otherwise shown on the plans, use the typical weight design
47 example given in Tex-204-F, Part I, to design a mixture meeting the
48 requirements listed in Tables 2 through 8.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
I
2
3
4
5
32i216-II
ASPHALT PAVING
Page I I oP23
2) Furnish the City with representative samples of all materials used in the
mixture design.
3) The City will verify the mixture design.
4) If the design cannot be veri�ed by the City, fi�riiish another mixture design.
Table 6
Master Gradation Bands ( percent Passing by Weight or Volume)
and Volumetric Pro erties
Sieve B C D
Size Fine Coarse Fine
Base Surface Sur•face
1-1/2" — — —
1" 98.0-100.0 — —
3/4" 84.0-98.0 95.0-100.0 —
1/2" — — 98.0--100.0
3/8" 60.0-80.0 70.0-85.0 85.0-100.0
#4 40.0-60.0 43.0-63.0 50.0-70.0
#8 29.0-43.0 32,0-44.0 35.0-46.0
#30 13.0-28.0 14.0-28.0 15.0-29.0
#50 6.0-20.0 7.0-21.0 7.0-20.0
#200 2.0-7.0 2.0-7.0 2.0-7.0
Desi n VMAI, ercent Minimum
— 13,0 14,0 15,0
Plant-Prodnced VMA, ercent Minimum
— 12.0 13.0 14.0
1. Voids in Mineral Aggregates.
6
7
8
9
10
11
12
13
l4
15
16
17
18
19
20
21
22
23
24
25
26
Table 7
Laborato Mixture Desi n Pro erties
Property Test Requirement
Method
Tar et laborato -molded densi , ercent Tex-207-F 96.0
Tensile strength (dry), psi (molded to 93 Z
ercent f 1 ercent densi ) Tex-226-F 85-200
Boil test Tex-530-C —
I. Unless otherwise shown on the plans,
2. May exceed 200 psi when approved and may be waived when approved.
3. Used to establish baseline for comparison to production results. May be waived when
approved.
8. Warm Mix Asphalt (WMA)
a. WMA is defined as additives or processes that allow a reduction in the
temperature at which asphalt mixtures are produced and placed.
b. WNIA 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 (2013-13)
02132
32 12 l6 - 12
ASPI-(ALT PAVING
Page 12 of 23
1
3
d. When WMA is not i•equired as sliown on plans, produce an asph�lt mi:cture
within the temperature range of 215 degrees T' aud 275 degrees
4 2.3 ACCESSORIES [NOT US�D]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - �XECUTION
7 3.1 INSTALLERS (NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PIZEPARATION
10 A, Hauling Operations
11 1. Before use, clean all trucic beds to ensure mixture is not contaminated.
12 2. When a release agent is necessary to coat truck beds, use a release agent approved
13 by tl�e City.
14 3. Petroleum based products, such as diesel fuel, should not be used.
15 4, If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or
16 cover the truck bed with tarpaulin.
17 S. If haul time in project is to be greater than 30 minutes, insulate trucic beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
A. Equipment.
l. General:
a, Provide required or necessaiy equipment to produce, haul, place, compact, and
core asphalt concrete pavement,
b. Ensure weighing and measw•ing eauipment complies witll specification,
c. Synchronize equipment to produce a miature meeting the required propoa�:ions.
2. Production Equipment:
a, Provide;
1) drum-mix type, weigh-batch, or modified weigh-batch mixing plants that
ensure a uniform, contiiluous production;
2) automatic proportioning and measuring devices with interlock cut-off
circuits that stop operations if the control system malfunctions;
3) visible readouts indicating the weight or volume of asphalt and aggi•egate
proportions;
4) safe and accurate means to take required samples by inspection forces;
5) permaiient means to checic the output of inetering devices and to pecform
calibration and weight chacics;
6) additive-feed systems to ensure a uniform, continuous material flow in the
desired proportion,
3. Weighing and Measuring Equipment.
a. General.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32 12 16 - 13
ASPIIAI;i' PAVING
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
Q
1) Provide weighing and measuring equipment foc materials measured or
proportioned by weight or volume.
2) Provide certified scales, scale installations, and measuring equipment
meeting the requirements of NIST I-�andboolc 44, except that the requir•ed
accuracy must be 0.4 percent of the material being weighed or measui•ed.
3) Flu•nish leak-free weighing eontainers large enough to hold a complete
batch of the material being measured.
b. Truck Scales.
1) Furnish platform truck scales capable of weighing the entire trucic or trucl<—
trailer combinaYion in a single draft.
c. Aggregate Batching Scales,
1) Equip scales used for weighing aggregate with a quicic adjustment at zero
that provides for any clianga in tare.
2) Provide a visual means that indicates the required weight for each
aggregate.
d. Suspended Hopper.
1) Provide a means for the addition or the removal of small amounts of
material to adjust the quantity to t11e exact weight per batch.
2) Ensure the scale equipment is level.
e. Belt Scales.
1) Use belt scales for proportioning aggregate that are accurate to within 1.0
percent based on the average of 3 test runs, where no individual test run
exceeds 2.0 percent when checked in accordance with Tex-920-K.
f. Asphalt Material Meter.
1) Provide an asphalt material meter with an automatic digital display of the
volume or weight of asphalt material.
2) Verify the accuracy of the meter in accordance with Tex-921-K.
3) When using the asphalt meter for payment purposes, ensure the accuracy of
the meter is within 0.4 percent.
4) When used to measure component materials only and not for payment,
ensure the accuracy of the meter is within 1.0 percent.
g. Liquid Asphalt Additive Meters.
1) Provide a means to check the accuracy of ineter output for asphalt primer,
fluxing material, and liquid additives.
2) Furnish a meter that reads in increments of 0.1 gallon or less.
3) Verify accuracy of the meter in accordance with Tex-923-IC.
4) Ensure the accuracy of the meter within 5.0 percent.
Drum-Mix Plants. Provide a mixing plant that complies with tlle requirements
below.
a. Aggregate Feed System,
1) Provide:
a) a minimum of 1 cold aggregate bin for each stockpile of individual
materials used to produce the mix;
b) bins designed to prevent overflow of material;
c) scalping screens or other approved methods to remove any oversized
material, roots, or other objectionable materials;
d) a feed system to ensure a uniform, continuous material flow in the
desired proportion to the diyer;
e) an integrated means foc moisture compensation;
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
i STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
32 12 16 - l4
ASPHALT Pf1VING
Page 14 of 23
1 � belt scales, r�veigh boY, or other approved devices to nleasure the weight
2 of the combined aggregate; and
3 g) cold aggregate biu flow indicators tllat automatically signal interrnpted
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 n�ineral �ller that maintains a constaut supply
9 witli minimal loss of material tlu�ough the exhaust syste�n.
10 2) Interlocic the measin•ing devica into the automatic plant controls to
11 automatically adjust the su�ply of mineral filler to plant produotion and
12 provide a consistent percentage to the mixture,
13 d, Heating, Drying, and Mixi�ig Systems.
14 1) Provide:
15 a) a dryer oi• mixing system to agitate the aggregate during heating;
16 b) a heating system that controls the tempecature during production to
17 prevent aggregate and asphalt binder damage;
18 c) a heating system that completely burns fuel and leaves no residue; and
19 d) a i•ecoi•ding thermometer that continuously measures and records the
20 mixture discharge temperature,
21 e) Dust collection system to collect excess dust escaping fi�om the di•um.
22 e. Asphalt Binder Equipment.
23 1) Supply equipment to heat binder to the required temperature.
24 2) Equip the heating apparatus with a continuously recording thermometer
2S located at the highest temperature point.
26 3) Produce a 24 hour chart of the recorded temperature,
27 4) Place a device with automatic temperature compensation that accurately
28 meters the binder in the line leading to the mixer.
29 5) Furnish a sampling port on the line between the storage tanlc and mixer.
30 Supply an additional sampling port between any additive blending device
31 and mixer.
32 f. Mixture Storage and Discharge.
33 1) Provide a surge-storage system to minimize interruptions during operations
34 unless otherwise approved.
35 2) Furnish a gob hopper or other device to minimize segregation in the bin.
36 3) Provide an automated system that weighs the mixture upon discharge and
37 produces a ticicet showing:
38 a) date,
39 b) project identification number,
40 c) plant identification,
41 d) mix identification,
42 e) vehicle identification,
43 � total weight of the load,
44 g) tare weight of the vehicle,
45 h) weight of mixture in each load, and
46 i) load number or sequential ticket number for the day.
47 g. Truck Scalas.
48 1) Provide standard platform scales at an approved location.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
321216-IS
ASPl1ALT PAVING
P�ge I 5 of 23
1
2
3
4
S
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
�
7.
Weigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
"Druin-Mix Plants," except as i•equii•ed below.
a. Screening and Proportioning.
1) Provide enough hot bins to separate the aggregate and to control
proportioning of the mixture typ� specifi�d.
a) Supply bins that discard excessive and oversized material th�•ottg�i
overflow chutes,
b) Pi•ovide safe access for inspectors to obtain samples fi•om the hot biiis.
b. A�gregate 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 bitj is not s�rf�cient to
complete the batch.
c. Asphalt Binder Measuring System.
1) Pi•ovide bucket and scales of sufficient capacity to hold and weigh binder
for 1 batch.
d. Mixer.
1) Eauipment mixers with an adjustable automatic timer that controls the dry
and wet mixing period and locks the discharge doors for the required
mixing period,
2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section
2.2.B.S. "Weigh-Batch Plants," except as speci�cally 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 batcll of
mixture.
c. Hauling Equipment.
1) Provide trucks with enclosed sides to prevent asphalt mixture loss,
2) Cover each load of mixture with waterproof tai�paulins.
3) Before use, clean all truck beds to ensure the mixture is not contaminated.
4) Whan necassary, coat the inside truck beds with an approved release agent
from the City.
d. Placement and Compaction Equipment.
1) Provide equipment that does not damage underlying pavement.
2) Comply with laws and regulations concerning overweight vehicles.
3) When permitted, other equipment that will consistently produce satisfactory
results may be used.
Asphalt Paver.
a. General:
1) Furnish a paver that will produce a finished surface that meets longitudinal
and transverse profile, typical seciion, and placement requirements.
2) Ensure the paver does not suppoi�t 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 I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
321216-I6
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
8
Q
4) Equip the paver with an automatic, dual, longitudinal-grade contcol system
and an automatic, transverse-grade control system.
b. Tractor Unit.
1) Supply a tractoi• unit that ca►i push or pi•opel vehicles, du�nping dii•ectly into
the finishing machine to obtain the desired lines and grades to eliminate any
lland �nishing.
2) Equip the unit with a hitch sufficient to maintain contact between the
hauling equipment's rear wheels and the finishing machine's pusher collers
while mixture is unloaded.
c. Screed.
1) Provide a heated compacting screed that will produce a�nished s�u•face
that meets longitudinal and transverse protile, typical section, aild
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 the maximum
deflection does not exceed 1/16 inch between supports,
2) Ensure that the longitudinal controls can operate fi�om any longitudinal
grade reference including a string line, ski, mobile string line, or matching
shoes.
3) Furnish paver skis or mobile sh�ing 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 mixtu��e flow to the asphalt
paver.
c. When used, provide windrow pick-up equipment constructed to picic 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 oparating under a storage unit with a
minimum capacity of 8 tons.
34 10. Motor Grader.
35 a. When allowed, provide a self-propelled grader with a blade length of at least 12
36 feet and a wheelbase of at least 16 feet.
37 11. Handheld Infrared Thermometer.
38 a. Provide a handheld infrared thermometer meeting the requirements of
39 Tex-244-F,
40
41
42
43
44
45
46
47
48
12. Rolleis.
a. The CONTRACTOR may use a�1y type of roller to meet the production rates
and quality requirements of the Contract unless otherwise shown on the plans
or directed,
b, When specific types of equipment are required, use equipment that meets the
specified requirements.
c. Alternate Equipment.
1) Instead of the specified equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces equivalent results,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32 12 16 - 17
ASPHAL'I' PAV(NG
Page 17 of 23
1 2) Discontinue the use of the alternate equipmeTrt and furnish the specified
2 equipment if the desired results are not achieved.
3 d. City may require CONTRACTOR to substitute equipment if production rate
4 and quality requirements of the Contract are not met.
5 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as
6 required or appi•oved.
7 14. Distributor vehicles.
8 a. Furnish vehicle that can achieve a unifoi•m tacl< coat placement.
9 b. The nozzle patterns, spray bar height and distribution pressure must wocic
10 together to produce uniform application.
11 c. The vehicle should be set to provide a"double lap" or "triple lap" coverage.
12 d. Nozzle spray patterns should be identical to one another along the distributor
13 spray bar.
14 e. Spray bar height should remain constant.
15 £ Pressure within the distributor must be capable of forcing the tacic coat matecial
16 out of spray nozzles at a eonstant rate.
17
18
19
2�
21
22
15. Coring Equipment.
a. When coring is required, provide equipment suitable to obtain a pavement
specimen meeting the dimensions for testing.
B. CO11St1'UCi1011.
1. Design, produce, store, transport, place, and compact the specified paving mixture
in accordance with the requirements of this Section.
23 2. Unless otherwise shown on the plans, provide the mix design.
24 3. The City will perform quality assw•ance (QA) testing.
25 4. Provide quality control (QC) testing as needed to meet the requirements of this
26 Section.
27 C. Production Operations,
28 1. General.
29 a. The City may suspend production for noncompliance with this Section.
30 b. Take corrective action and obtain approval to proceed after any production
31 suspension for noncompliance.
32 2. Operational Tolerances.
33 a. Stop production if testing indicates tolerances are exceeded on:
34 1) 3 consecutive tests on any individual sieve,
35 2) 4 consecutive tests on any of the sieves, or
36 3) 2 consecutive tests on asphalt content.
37 b. Begin production only when test results or other information indicate, to the
38 satisfaction of the City, that the next mixture produced will be within Table 9
39 tolerances.
40
41
42
43
44
45
46
3. Storage and Heating of Materials.
a. Do not heat the asphalt binder above the temperatures specified in Section
2.2.A. or outside the manufacturer's recommended values.
b. On a daily basis, provide the City with the records of asphalt binder and hot-
mix asphalt discharge temperatures in accordance with Table 10.
c. Unless otherwise approved, do not store mixtures for a period long enough to
affect the quality of the mixture, nor in any case longer than 12 hours.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2013-13)
02132
32 12 16 -18
ASPHALT PAVING
Page I 8 of 23
1
2
3
4
S
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
4. Mixing and Discharge of Matei•ials.
a. Notify the City of the target discharge tetnperature and produce tl�e mixture
wittiin 25 degrees F of the target,
b. Mqnitor the temperature of the material in the trucl� before sl�ipping to eusure
that it does »ot exceed 350 degrees li. The City will not pay for oc allaw
l�lacem�nt oI' any �nixtui•e produced at moi�e than 350 degrees F,
c. Co�ltrol the mixin�; time and temperature so that substantia(ly all moistuce is
re►noved from the mixture before discharging fcom il�e plailt.
D. Placement Operations.
1. Place the mixtui•e to meet the typical section i•equirements and produce a smooth,
�inished surface or base course witll a uiliforin appearance and Cexture.
2. Offset longitudinal joints of suecessive courses of hot mix by at least 6 inches.
3. Place mixture so longitudinal joinis on tl�e surface course coincide with lane linas,
or as direct�d. Ensura that all finishecl sua•faces wil] drain properly.
4. When End Dump Trucl<s are used, ensure the bed does not contact the paver when
raised.
5. Placement can be perfocmed by hand in situatio�ls where the paver cannot place it
adequately due to space restrictions.
6. Hand-placing should be minimized to prevent aggi•egate segregation and surface
texture issues.
7. All hand placement shall be checl<ed with a st►•aightedge or template before rolling
to ensure uniformity,
8. Place mixture within the compacted lift thicicness shown in Table 9, unless
otll�rwise shown o�i th� plans or allowed.
25 Table 9
26 Com acted Lift Thickness and Re uired Core H�
Com acted Lift Thicicness
Mixture Type Minimam Maximum
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 tack coat. Unless otherwise approved,
apply tack coat miiformly at ihe rate directEd by the City.
b, The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per
square yard of surface area.
c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and
all joints.
d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal
beam guard fence and structm�es,
e. Roll the tack coat with a pneumatic-tire roller when directed.
f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive
propei�ties,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 02132
Revised July 1, 2011
32121G-19
ASPIiALT PAVING
Page 19 of 23
1
2
3
4
5
6
7
8
9
10
I1
12
13
14
15
16
17
1$
19
g. The City may suspend paving operations until there is adequate adhesion.
h. The tack coat should be placed with enough time to brealc or set befoi•e
applying hot mix asphalt layers.
i. Traffic should not be allowed on tack coats.
j. When a taciced road surface must be opened to tra�fic, they should be covered
with sand to provide friction and prevent pick-up.
k. A typical cate for applying a sand cover is 4 to 8 lbs/square ya►•d.
10. General placement requirements.
a. Material should be delivered to maintain a relatively constant head of matef•ial
in fi•ont 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.
�. Lay-Down Operations.
1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
placement temperatures.
2. Windrow Operations. When hot mix is placed in windrows, operate windrow
pickup equipment so that substantially all the mixture deposited on the roadbed is
picked up and loaded into the paver.
20 Table 10
21 Su ested Minimum Mixture Placement Tem erature
High-Temperature Minimum Placement
Binder Grade Temperature
(Before Enterin� Paver)
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or hi�her 290°F
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
F. Compaction.
1. Use air void control unless ordinary compaction control is specified on the plans.
2. Avoid displacement of the mixture. If displacement occurs, correct to the
satisfaction of the City.
3. Ensure pavement is fully compacted before allowing rollers to stand on the
pavement.
4. Unless otherwise directed, use only water or an approved release agent on rollers,
tamps, and other compaction equipment.
5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
6. Unless otherwise directed, operate vibratory rollers in static mode when not
compacting, when changing direetions, or when the plan depth of the pavement mat
is less than 1-1/2 inches.
7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
and similar structures and in locations that will not allow thorough compaction with
the rollers.
8. The City may require rolling with a h�ench roller on widened areas, in trenches, and
in other limited areas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32 12 16 - 20
ASPFtALT 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 oi• lowei• before opening to
traffic unless othei•wise directed.
10. When dii•ected, sprin]<le the finished mat �vith water oi• lin�ewater to eYpedite
opening the roadway to traffic.
11. Air Void Control.
a. General,
1) Compact dense-graded hot-mix asphalt to coirtain from 5 percent to 9
percent in-plaee 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 rollei•s x•equired for compaction, as
approved.
2) Use a pneumatic-tire roller to seal the surface, unless otherwise shown on
the plans.
3) Use additional rollers as required to remove any roller marks.
c. Air Void Determination.
1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each
location selected by the City for in-place air void determination.
2) The City will measure air voids in accoi•dance with Tex-207-F and
Tex-227-F.
3) Before drying to a constant weight, cores may be predried using a Corelolc
or similar vacuum device to remove excess inoisture.
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 S percent
or greater than 9 percent, change the production and placement operations
to bring the in-place air void content within requirements.
e. Test Section.
1) Constt�uct a test section of 1 lane-width and at most 0,2 mi, in length to
demonstrate that compaction to between 5 percent and 9 percent in-place
air voids can be obtained.
2) Continue this procedure until a test section with 5 percent to 9 percent in-
place air voids can be produced.
3) The City will allow only 2 test sections per day,
4) When a test section producing satisfactory in-place air void content is
placed, resume full production.
12. Ordinaiy Compaction Control.
a. Furnish the type, size, and number of collers required for compaction, as
approved, Furnish at least 1 medium pneumatic-tii•e rollei• (minimum 12-ton
weight),
b, Use the control strip method given in Tex-207-F, Part N, to establish rolling
patterns that achieve maximum compaction.
c. Follow the selected rolling pattern unless changes that affect compaction occur
in the mixture or placement conditions.
d. When such changes occur, establish a new rolling pattern.
e, Compact the pavement to meet tlle requirements of the plans and speci�cations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32 12 IG - 21
ASPHnLT 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-wl�eel, tandem or vibratoi-y rollers, start by firsi rolling
the joint with the adjacent ��v�ment and tlaen coutinue by rolling longitudinally
at fihe sides.
g. Proceed toward the center of the pavement, overlapping on successive trips by
at I�ast 1 ft., unless otherwise directed.
h. Mal<e alternate trips of the rol(er slightly different in len�,th,
i. On super el�vated cuives, begin rolling <it tile low side aucl pro�;ress toward the
high si.de �uzless otherwise directed.
Trregularities.
1. Identify and correct irregularities including but not limited to segregation, rutting,
rav�ling, tlushing, fat spots, ir�at siippage, ii•ragular color, irregular t�xture, roller
marks, tears, gouges, strealcs, uneoated ag�;ragate particles, or bralcen aggregate
particles.
2. The City may also identify irregufarities, and in such cases, the City shall promptly
notify the CONTRACTOR.
3. If the City determines that the irregularity will adversely affect pavement
performance, the City may require the CONTRACTOR to remove and replace (at
the CONTRACTOR'S expense) areas of the pavement that contain tl�e
irregularities and areas where the mixture does not bond to the existing pavement.
4. If irregularities are detected, the City may require the CONTRACTOR to
immediately suspend operations or may allow the CONTRACTOR to continue
operations for no more than 1 day while the CONTRACTOR is taking appropriate
corrective action.
5. The City may suspend production or placement operations until the problem is
corrected.
6. At the expense of the CONTRACTOR and to the satisfaction of the City, remove
and replace any mixture that does not bond to the existing pavement or that has
other surface irregularities identified above.
29 3.5 REPAIR
30 A. See Section 32 O1 17.
31 3.6 QUALITY CONTROL
32 A. Production Testing
33 1. Perform production tests to verify asphalt paving meets the performance standard
34 required in the plans and specitications.
35 2. City to measure density of asphalt paving with nuclear gauge.
36 3. City to core asphalt paving from the normal thickness of section once acceptable
37 density achiev�d. City identifies location of cores.
38 a. Minimum core diameter: 4 inches
39 b. Minimum spacing: 200 feet
40 c. Minimum of one core every block
41 d. Alternate lanes between core
42 4. City to use cores to determine pavement thicl<ness and calculate theoretical density.
43 a. City to perform theoretical density test a minimum of one per day per street.
44 B. Density Test
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July I, 2011
32 12 I6 - 22
ASPHAL"1' PAVfNG
Page 22 of 23
1
2
3
4
5
6
7
S
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 ineasucements per stceet not meeting the minimtun specified strength
shall be subject to the money penalties or removal and replacement at the
CONTRACTOR'S expense as show in Table 11.
Percent Rice
89 and lower
Table 11
Density Payrnent Schedule
Percent of Contract Price Allowed
remove and replace at th� entire cost and expense of CONTRACTOR
as directed by OWNER.
75-percent
100-pei•cent
90
91-93
94
95
Over 95
C
75-percent
remove and replace at the entire cost and expense of CONTRACTOR
as directed by OWNER,
3. The amount of penalty shall be deducted fi•o�n payment due to CONTRACTOR.
4. These ►•equit�ements are in addition to the requirements of Section 1.2 Measurement
and Payment.
Pavement Thickness Test.
1. City measu►•e each core thickness by averaging at least three measurements,
2. The number of tests and location shall be at the discretion of the City, unless
otherwise specified in the special provisions or on the plans.
3. In the event a deficiency in the thicloiess of pavement is revealed during production
testing, subsequent tests necessary to isolate the de�ciency shall be at the
CONTRACTOR'S expense.
4. The cost for additional coring test shall be at the same rate charged by commet•cial
laboratories.
5. Where the average thickness of pavement in the area found to be de�cient, payment
shall be made at an adjusted price as speci�ed in Table 12.
Table 12
Thicicness Deficienc Penalties
Deficiency in Thicicness Proportional Part
Determined b Cores Of Contract Price
Greater Than 0 percent - Not More than 10 pei•cent 90 percent
Greater Than 10 percent - Not More than 15 percent 80 percent
remove and replace at
the entire cost and
Greater Than 15 percent expense of
CONTRACTOR as
directed by OWNER.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
I
32 l2 16 - 23
ASPHALT PAViNG
Page 23 of 23
1 6. If, in the judgment of the City, the area of such deficiency warrants removal, the
2 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with
3 asphalt paving of the thickness shown on the plans.
4 7. No additional payment over the contract unit price shall be made for any pavement
5 of a thiclaiess e�ceeding that requii•ed by the plans.
6 3.7 FIELD QUALITY CONTROL (NOT USED]
7 3.8 SYSTEM STARTUP [NOT USED]
8 3.9 ADJUSTING [NOT USEDJ
9 3.10 CLEANING (NOT USED]
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
16
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
3;; 1�'F�, i
ASRf-�r�i.`I' Pf1VIA1G (:I:���:k� �C�1l.AN'1'J
@ag� I of 5
1
2
S��'I'TON 32 1� 73
A.SPI�I.T' FA.VLNC'7 CI�EI��IC �'�'�1r.f��I��'�'
3 Xa.,��`�' 1 m C:�,x'1�!JI�,I�
� �..1, ; �JY�N�?+.I��'`
�
�
I�
11
�, ��etiQa� Ii��l��d��
�1. �aalir�g� t<<°an�v�r•se as�c� 1pi�gituEii���l orncic� i�o 1����0�� �l»n 1a1/2 in�l��s in ����l��lt
��vii�g.
�, �t�ta����-�{ ��t�il
1, ���{��i��! �ta��s�� �oras�i��z�ti�a� 1��G�il�
�, T�ovi��i�x� %�oi�l �ity o�i'TQrt W�A�tli �tai��iai�fla
1. I*tox1�
12 D, Related Speci�caiinn Sectior�s ia�clude but are �Zot nac�ssarily lin�ited to
13 1. I�ivision 0- Bidding Itequirements, Contract F'or�ns, and �oildltioils of the Co»tract
14 2. Division 1- General Requirements
15 3. Section 32 12 16 - Asphalt Pavitzg
16 1.2 1'RICE AND PAYMENT' PROCEDURL�
17 A. Measurement and Payment
18 1, Measurement: measure by the gallon placed,
19 2. Payment: contract unit price bid for the worl< performed and all materials
20 furnished,
21 1.3 I2EFERENC�S
22
23
aa
25
26
2'7
28
29
30
31
32
33
34
35
36
37
A. Reference Standards
1. Am�rican Sociaty for Testing and M�terials (ASTM):
a. D669p-07, Standard Speci�cation for Joint and Crack �ealants, Hot Applied,
for Coilcrete and Asphalt Pavement�,
b, D5329-09, Standard Test Methods for S�alants a»d T'illers, Hot-A.ppli�d, for
Joii�t� and Ct°acic� in As�l�altic ancl Portland C��x��nt Conorets Pave�nei�ts.
c. D2196-05, Method A, Standard �Test Methods for Rheologica( Propei•ties of
Non-Newtonian Materials by Rotational (Brookfield type) Viscometer.
d, D217 - 02, Standard Test Methods for Cone Peneh•ation of Lubricating Grease.
2. American Association of 5tate Highway and Transpo��tation Officials
a. T 48, Flash and Fire Points by Cleveland Opan Cup.
b. T 49, Standard Method of Test for Penetration of Bituminous Materials.
c. T 51, Ductility of Bituminous Materials.
d. T 53, Point of Bitumen (Ring-and-Ball Apparatus).
e. T 59, Standard Method of Test for Emulsified Asphalt.
3. Texas Department of Transportation
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
�, ;
;,
.�
�
�i
����. Y�.�, ,..
32 12 73 -2
ASPHALT PAVING CRACK SEALANTS
Page 2 of 5
1 a. Item 300: "Asphalt, Oils and Emulsions".
2 b, Tex-543-C, Evaporative Recoveiy of Residue for Einulsified Cracic S eal ant.
3 c. Tex-544-C, Rubber Content for Rubber-Asphalt Craalc Sealant.
4 1.4 ADMINISTRATIVE REQUII2EMENTS [NOT USED]
5 1.5 ACTION SUBMITTALS [NOT USEDj
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Test and Evaluation Reports
8 1. Prior to installation, CONTRACTOR shall furnish the City certification by ai�
9 independent testiug laboratory that the cracic sealant f�•om each lot of seal ant to be
10 used, meets the requirements of this Section.
11 2, The manufacturer of the cracl< sealant shall have a minimum two-year
12 demonstrated, documented successful field performance with asphalt and concrete
13 pavement crack sealant systems. Verifiable documentation shall be submitted to
14 the City,
15 1.7 CLOSEOUT SUBMITTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
19 1.11 FIELD CONDITIONS
20
21
22
23
24
25
A. Weather Conditions
1. Place mixture according to manufacturer specifications.
2, Unless otherwise shown on the plans, place mixtures only when weather conditions
and moisture conditions ofthe roadway surface are suitable in the opinion of the
City.
1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
28 2.2 MATERIALS & EQUII'MENT
29
30
31
32
33
34
A. Materials
1, Use materials approved by the City.
2. Furnish materials unless otherwise shown on the plans in accordance with ASTM D
6690-07 and ASTM D 5329-09 and Tables 1 and 2.
a. Polymer modi�ed asphalt-emulsion crack sealer must meet the requ irea-nents of
Table 1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-13)
02t32
32 l2 73 - 3
ASPHALTPAVING CRACKSEALANTS
Page 3 of 5
Table 1
2 Pol mer-iVlodified As hait �mulsion C►•acic Sealer
�� oPe1 � Test Min Max
Pt•ocedure
Rotatio�ial viscosity, 77 degrees F, eP D 2196, 10,000 25,000
Method A
Sieve test, percent T 59 — 0,1
Stora e stabili , 1 da , erce�It T 59 — 1
Evapoi•ation TeY-543-C
Residue by evaporation, percent 65 —
by wt.
Tests on cesidue from evaporation:
Penetration, 77 degrees F, 100 g, T 49 35 75
5 sec,
Softening point, degrees F T 53 140 —
Ductility, 39.2 degrees P', T 51 100 —
S cm/min,, cm
[c3
4 b. Rubber-asphalt crack sealer must meet the requirements of Table 2.
5 Table 2
6 Rubber-As l�alt Ct•acic Sealei•
Test Class A Class B
Pa•operty procedure Min Max Min Max
CRM content, Grade A or B, percent Tex-544-C 22 26 — —
by wt.
CRM content, Grade B, percent by Tex-544-C — — 13 17
wt.
Virgin rubber content , perce�lt by — — 2 _
wt.
Flash Point , COC, de yees F T48 400 — 400 —
Penetration , 77 degrees F, 150 g, 5
sec. T 49 30 50 30 50
Penetration , 32 degrees F, 200 g, 60
sec, T 49 12 — 12 —
Softening point, °F T 53 — — 170 —
Bond D5329 — Pass
1. Yrovide certitication that the min, percent virgin rubber was added.
2. Before passing the test flame over the cup, agitate the sealing compound with a 3/8- to 1/2-inch (9.5- to
12.7-mm) wide, square-end metal spatula in a manner so as to bring the material on the bottom of the cup to
the surface, i,e,, turn the material over. Start at one side of the thermometer, move around to the other, and
then return to the stai�ting point using S to 10 rapid circular strokes. Accomplish agitation in 3 to 4 sec. Pass
the test flame over the cup immediately after stirring is completed.
3. Exception to T 49: Substitute the cone specified in ASTM D 217 for the penetration needle,
4. No crack in the crack sealing materials or break in the bond between the sealer and the mortar b(ocks over
1/4 in. deep for any specimen after completion of the test.
B. Equipment
1. Provide all necessary equipment and keep equipment in a satisfactory working
condition.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
32 12 73 - 4
ASPHALT PAVING CRACK SGALAN'I�S
Page 4 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 2.3
2. The minimum requirements for construction ec{uipmei�t shall be as follows:
a. Double�boiler/agztator-type Icettle, Used to heat and install the hot-applied c��acl<
sealai�t.
b. Hose. Transfer the sealant fi•om the Icettle to the crack by aneans of a direct-
eoi�r���fied ����ssu�•e-typ� extruding de�vic� (hose) ��vit�1 a rio?21� t11at �vill ir�����t in
the cracic.
1) The ec�uipment should allow i•ecirculation into the inner kettle when sealing
is not per%imed,
c. 'I'hermometers. Thermometei•s should be positiotled on the equipm�nt to ensure
a}�plication tet7i�ec•atui°�s ai�e l�eittg in�t.
d. Handtoois. Due to the nature of cracks, ha��dtools are required to insert the
sealar�t material in cracics that are deeper than 3/4 inch,
1) rI'hese tools should not twist, cut, or damage the sealant material.
e. Air coir�pi•assor. Consists of an air comp��essor, hoses, and a ventut�i-type
nozzle with an opening not exeeed 1/4 inch.
1) The air compressor should be equipped with traps that will keep the
compressed air fi�ee of oil and moisture.
ACCESSORIES [NOT USED]
19 2.4 SOURCE QUALITY CONTROL [NOT USED]
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION
24 A. Surface Preparation
25 1. Singular cracks will be thoroughly cleaned of all debris and fo��eign material with
26 an industrial air compressor,
27 2. The pavement shall be free of moisture.
28 3.4 INSTALLATION
�
30
31
32
33
34
35
36
A, Exercise caution to prevent additional damage to the pavement surface.
B. Crack Sealant
1. The crack should be sealed fi•om the bottom to the top to minimize bubbling due to
antrapped air.
2. The sealant should be recessed approximately 1/8 to 1/4 inch below the pavement
surface to prevent tracking.
3. A squeegee may be used to remove excess sealant from the pavement surface when
a crack is overfillad.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 02132
Revised July 1, 2011
32(273-5
ASPIIALT PAVING CRf�CK SEALANTS
Page 5 of S
1 3.5 [ItEPAIR]/ [RESTORATION] [NOT USED]
2 3.6 I2E-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT US�D]
S 3.9 ADJUSTING [NOT USED]
6 3.10 CL�ANING [NOT USED]
7 311 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROT�CTION [NOT US�D)
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11
12
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
321320-1
CONCRETE SIDEWALKS, DRIVEWAYS AND 13ARRIER FREE RAMPS
I'a�L I �f 5
1
2
SECTION 32 13 20
CONCRETE SIDEWALICS, DRNEWAYS AND BARRIER FR�E RAMPS
3 PART 1- G�1V�RAL
4 1.1 SUMMARY
5 A. Section Includes:
6 L Con�i•etie sidewall<s
7 2. Driveways
8 3. Barrier fi•ee i•amps
9
10
11
12
13
14
15
16
17 1.2
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
B. Deviations fi•om this City of Fort Worth Standal�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 02 41 13 - Selective Site Demolition
4, Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Concrete Sidewalk
a. Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Sidewalk in its final position for various:
a) Thicknesses
b) Types
b. Payment
1) The worlc performed and materials furnished in accordance with this Item
and measux•ed as provided under "Measurement" will be paid for at the unit
price bid per square foot of Conerete Sidewalk.
c. The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
2. Concrete Driveway
a. Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Driveway in its final position for various:
a) Thicknesses
b) Types
2) Dimensions will be taken from the bacic of the projected curb, including the
area of the curb radii and will extend to the limits specified in the
Drawings.
3) Sidewalk portion of drive will be included in driveway measurement.
4) Curb on drive will be included in the driveway measurement.
� CITY OF FORT WORTH HMAC Surface Overlay (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCllMENTS 02132
Revised April 30, 2013
321320-2
CONCRETE SIDEWALKS, DRIVEWAYS ANU BAIZR[GR PRGG RANII'S
Page 2 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
3,
b, Payment
1) Tl�e worlc pea'formed atld materials fiu•t�ished in accordance with this Item
aud n�easti�t�ed as provided under "MBasureiner�Y' wiil be }�aid for at �17e uniC
price bid per squa�•e foot of Conci°ete llriveway.
c. Tha price bid shall include:
1) BYcavating and preparing the subgrade
2) Furnishing and placing all i�atarials
Barriex• �'e�e Rarnps
a, Measurement
1) Measuren�ent for this Item shall be pet• eacli Ba►•rier rree Ramp coanpleted
and aco�pC�d fo�� various:
a) Types
b. Paynaent
1) Tl�e worlc perFoj•med and materials iui•nisl�ed in acco�•dance with tliis Item
and measured as �rovided u�ider "Measurement" will be paid i'or at tlae unit
price bid per each `Barrier Free Ra�np" installed.
c. The price bid s11a11 include:
1) Excavatin� and p►•eparing the subgrade
2) I�urnishing and p(acing all matai•ials
3) Curb Ramp
4) Landing and detectable wariling surface as shown on the Drawings
5) Adjacent flares or side cucb
23 1.3 REFEIZENCES
24 A. Abbreviations and Acronyms
25 1, TAS — Texas Accessibility Standards
26 2. TDLR — Texas Department of Licensing aiid Regulation
27
28
29
30
31
32
33
34
35
1. Reference standar•ds cited in this Specification r�fer to the current reference
standard pul�lished at the time of the latest revision date logged at the end of this
Speci�cation, unless a date is specifically cited,
2. American Society for Testing and Matea•ials (ASTM)
a, D54S, Test Methods foc Prefo��med Expansion Joir�t rillers %r Conerete
Construction (Non-extruding and Resilient Types)
b. D698, Test Methods for Laboratoiy Compaction Characteristics of Soil Using
Standard Effort (12,400 ft-lbf/ft3)
36 1.4 ADMINISTRATIVE REQUITtEMENTS [NOT USED]
37 1.5 SUBMTTTALS [NOT USED]
38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
39
40
41
B. Refei•ence Standai•ds
A. Mix Design; submit for approval. Section 32 13 13.
B. Product Data: submit product data and sample for pre-cast detectable warning for
barrier fi�ee ramp.
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
CITY OF FORT WORTH HMAC Surface Overlay (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised April 30, 2013
321320-3
CONCRETI: SIDEWALKS, DRNEWAYS AND k3ARRIER FREE RAMPS
I'age 3 of 5
1 L9 QUALITY ASSURANCE [NOT US�D)
2 110 DELIV�RY, STORAGE, AND HANDLING [NOT US�DJ
3 1.11 FI�LD CONDITIONS
4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
5 1.12 WAI2RANTY [NOT US�D]
6 PART 2 - PRODUCTS
7 2.1 OWN�R-FURNISHED PRODUCTS [NOT US�D]
8 2.2 EQUIPMENT AND MAT�RIALS
9 A. Forms: wood or metal straight, free fi•om warp and of a depth equal to the thicl<ness of
10 tlle finished worlc.
11 B. Concrete: see Section 32 13 13.
12 1. Unless otherwise shown on the Drawings or detailed specifications, the standard
13 class for concrete sidewalks, driveways and barrier fi•ee ramps is shown in the
14 following table:
15 Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete' Cementitious, Compressive Water/ Aggregate
Lb./CY Strengthz Cementitious Maximum
psi Ratio Size,
inch
A 470 3000 0.58 1-1/2
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
C. Reinforcement: see Section 32 13 13.
1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed
bars at 18 inchas on-center-both-ways at the center plane of all slabs, unless
otherwise shown on tlle Drawings or detailed specifications.
D. Joint Filler
1. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler
a, Use only in areas where not practical for wood boards.
b. Pre-molded asphalt board �ller: ASTM D545.
c. Install the required size and uniform thickness and as specified in Drawings.
d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic
mixture of asphalt and vegetable fiber and/or mineral filler.
E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
31 PART 3 - EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 3.2 EXAMINATION [NOT USED]
CITY OF FORT WORTH HMAC Surface Overlay (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised April 30, 2013
321613-I
CONCRETL CU1213 AND GUTTPItS AND VALGGY GU'P"fERS
Pag� I oP 5
1
2
3
SEC1'ION 32 16 13
CONGR�TL CURB AND GUTTERS AND VALLEY GU'I'TERS
�4 PAR'1 1 - GEN�RAL
S 1.1 SUM[MARY
6 A. SecYiop Inaludes
7 1. Coucret� Curbs and GutCei�s
8 2, Corlcrete Vall�y Gutter�
9 I�. �'iancic���c� 1'�afiail
10 l, Ty�ical Street Construction llet��ils
11 C. Deviatior�s fi•om City of Fort Worth Standards
12 1. None
13
14
15
16
17
18
19 1.2
20
21
22
23
24
25
26
��
28
29
30
31
32
D. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Co�ltcact
2, Division 1- General Requirements
3. Section 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Conerete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
P12ICE AND PAYMENT PROCEDUR�S
A. Measurement and Payment
l. Measurement
a. Concrete Curb and Gutter: measure by the linear foot of the height specified
complete and in place.
b. Concrete Valley Gutter: measure by the square yard per thicicness complete and
in place.
2. Payment; contract unit price bid for the worlc performed and all materials furnished.
a. Subsidiaiy work and materials include;
1) preparing the subgrade
2) furnishing and placing all materials, including foundation course,
reinforcing steel, and expansion material
3) all manipulation, labor, tools, equipment, and incidentals necessaiy to
complete the worlc,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-I3)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 201 I
321613-2
CONCRETG CURB AND GU`I'TERS AND VALLEY GUTTERS
Page 2 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
1.3 R�I+ER�NC�S [NOT USED]
1.4 ADMINISTRATIVE I2�QUIREMENTS [NOT USED]
1.5 ACTION SUl3MITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATTONAL SUBMITTALS [NOT US�D]
1.7 CLOSEOUT SUI3MITTALS [NOT USED]
1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED)
1.10 D�LIVERY, STORAG�, AND HANDLING [NOT USED]
l.11 FIELD CONDITIONS
A. Weather Conditions: see Section 32 13 13.
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
21 OWN�R FURNISHED PRODUCTS [NOT USED]
2.2 EQUIPMENT 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.
1. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler;
a. Use only in areas where not practical for wood boards.
b. Pre-molded asphalt board �ller: ASTM D545.
c. Install the required size and unifarm thickness and as specified in plans.
d. Include two liners of 0.016 asphalt impregnated kraft paper �lled with a mastic
inixture of asphalt and vegetable fiber and/or mineral filler.
E. Expansion Joint Sealant: see Section 32 13 73.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
321613-3
CONCRETE CURB AND GU7'TGRS AND VALLGY GUTTERS
Page 3 of S
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL (NOT USED]
3 PART 3 - EXECUTION
�4 3.1 INSTALL�RS [NOT USED]
5 3.2 EYAMTNATION [NOT USED]
6 3.3 P12�PARATION
7 A, De���olition / Removal: Sae Section 02 41 13,
8 3.4 INSTALLATION
9 A. Forms
10 1. Extend forms tlle fiill depth of concrete,
11 2. Wood fotms: minimum of 1-1/2 inches in thiclaless,
12 3. Meta( Forms: a gauge that sl�all provide equivalent i•igidity and streilgth.
13 4, Use acceptable wood or metal foi•ms foi• curves with a radius of less ihan 250 feet.
14 5. All fori�ns showialg a deviation of 1/8 iuch i�1 10 feet feom a st��aight line shall be
15 rajected.
16 B, Reinforcing Steel.
17 1. Place all necessary reinforcement for City approval prior to depositing concrete,
18 2. All steel �rlust l�e fi•ee fi�o�n paint and oil and all loose scale, rust, dii•t and other
19 foreign substances.
20 3. Remove foreign substances from steel be%re placing.
21 4. Wire all bars at their intersections and at all laps or splices.
22 5. Lap all bar splices a minimwn of 20 diametec•s of the bar or 12 inches, whichever is
23 greater.
24 C. Concrete Placement
25 l. Deposit concrete to maintain a horizontal surface.
26 2, Worlc concrete into all spaces and around any reinfoccement to form a dense mass
27 free from voids,
28 3. Work coarse aggregate away from contact with the foims
29 4. Hand-Laid Conerete — Curb and gutter.
30 a, Shape and compact subgrade to the lines, grades and cross section show�i on the
31 plans.
32 b, Lightly sprinkle subgrade material immediately before concrete placement.
33 c. Deposit conci•ete into fot•ms.
34 d, Sti•ike off with a template 1/4 to 3/8 inch less than the dimensions of the
35 �nished curb unless otherwise approved.
36 5. Machine-Laid Concrete — Curb and Gutter.
37 a. Hand-tamp and sprinkle subgrade matecial before concrete placement.
38 b, Provide clean surfaces for concrete placement.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
321613-4
CONCRETE CU[tB AND GUTTGRS AND VALLEY GUT'I'�RS
1'age 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
6
7
c. Place the concrete with approved self-propelled equipment.
1) The forming tube of tf�e extrusion machine or tl�e form of the slipform
machine must easily be adjustable ve�•tically during ihe forward motion of
the machine to provide vaciable heights necessary to conform to the
established gradeline.
d. Attach a pointer or gauge to the machine so that a continual comparison can be
rnade between the extcuded or slipform worl< and the grade guideline.
e. Brush finish surfaces immediataly after extrusion or slipforming.
Hand-Laid Concrete — Concrete Valley Gutter: see Section 32 13 13.
Expansion joints
a. Place expansio�� joints in the curb and gutter at 200-foot intervals and at
intersection returns and other i�igid struch�res.
b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
pavement joints to a depth of 1 YZ inches.
c. Place expansion joints at all intersections with concrete driveways, curbs,
buildings and other cLu�b and gutters.
d. Make expansion joints no less than 1/2 inch in thickness, extending the full
depth of the concrete.
e. Make expansion joints perpendicular and at right angles to the face of the curb.
f, Neatly trim any expansion material extending above the �nished to the surface
of the finished work.
g. Make expansion joints in the curb and gutter coincide with the concrete
expansion joints.
h. Longitudinal dowels across the expansion joints in the curb and gutter are
required.
i. 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 brealcer and terminate with a dowel cap that
provides a minimum of 1 inch free expansion.
k. Support dowels by an approved method,
D. Curing: see Section 32 13 13.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
32 17 23 - 4
PAVEMGNT MARKINGS
Page 4 of I I
ible-Reflective Road Marker Tabs
TS [NOT USED]
th Section O1 33 00.
;he City prior to deliveiy and/oi• fabrication fo�•
rIONAL SUBMITTALS (NOT USED]
SED]
RITTALS [NOT US�DJ
D]
DLING
maintaiu a location to store the inaterial in
�0.
USED)
; if there ac•e owner-supplied products for the Project.
d in the City's Standard Products List will be
i O1 60 00.
mply with this Specification and related Sections.
n the Standard Products List is considered a
tted in aceordance with Section O1 25 00,
�, spray
l City Standard Detail Drawings for width of
ially compounded for traffic markings.
,adway, the markings shall not be slippery when wet,
�er normal weather conditions nor exhibit a tacicy
321613-5
URB AND CUTTERS AND VALLGY GUTTERS
Page 5 of S
HMAC SURFACE OVERLAY (2013-13)
HMAC SURFACE OVERLAY (2013-13) 02132
MENTS 02132
321723-5
PAVEMENT MAIZKINGS
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
3l
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
ancl contraction without cl�ipping or ci�acking.
5) The markings shall i•etain tl�eir original color, dimensions and placement
under �1or�nal traffic conditions at road surface temperatures of 158 degrees
Fal�renheit and below.
6) Markings shall have uniform cross-section, clean edges, square ends and no
evidence of tracking.
7) The density and quality of the material shall be uniform throughout the
markings.
8) The thickness shall be uniform throughout the length and width of the
marlcings.
9) The markings shall be 95 percent free of holes and voids, aild fi-ee of
blisters for a minimum of 60 days after application.
1p) The material shall not deteriorate by contact with sodium chloride, calcium
chloride or other cllemicals used to prevent roadway ice or becausa of the
oil content of pavement markings or from oil droppings or other effects of
traffic,
11) The material shall not prohibit adhesion of other thermoplastic markings if,
at some future time, new markings are placed over existing material.
a) New material shall bond itself to the old line in such a manner that no
splitting or separation talces place.
12) The markings placed on the roadway shall be completely retroreflective
both internally and externally with traffic beads and shall exhibit uniform
retro-directive reflectance.
13) Traffic beads
a) Manufactured from glass
b) Spherical in shape
c) Essentially free of shai�p angular particles
d) Essentially fi•ee of particles showing cloudiness, surface scoring or
surface scratching
e) Water white in color
� Applied at a uniform rate
g) Meet or exceed Specifications shown in AASHTO Standard
Speci�cation for Glass Beads Used in Pavement Markings, AASHTO
Designation: M 247-09.
b. Thermoplastic, hot applied, extruded
1) Product shall be especially compounded for traffic markings
2) Whan placed on the roadway, the markings shall not be slippery when wet,
lift fi•om pavement under normal weather conditions nor exhibit a tacky
exposed surface.
3) Cold ductility of the rnaterial shall permit normal road surface expansion
and contraction without chipping or cracking.
4) The markings shall retain their original color, dimensions and placement
under normal traffic conditions at road surface temperatures of 158 degrees
Fahrenheit and below,
5) Markings shall have uniform cross-section, clean edges, square ends and no
evidence of tracking.
6) The density and quality of the material shall be uniform throughout the
markings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
321723-6
PAVEMEN"P MARKINGS
Page 6 of 11
1 7) The thiclaiess sl�all be unifoi•m tllroughout the lengtli and width of tlle
2 markings.
3 8) The marlcings shall be 95 percent fi•ee of holes and voids, and free of
4 blisters for a minimum of 60 days after application.
5 9) The minimum thiclaless of the marl<ing, as measured above the plane
6 formed by the pavement surface, shall not be less than 1/8 ine(� in tlie centei•
7 of the maz•]cing and 3/32 inch at a distance of %2 incla fcom the edge.
8 10) MaYimum thicl<ness shall be 3/16 i�1c1�.
9 11) The �naterial shall not deteriorate by eontact with sodiutn chloride, calcium
10 cl�loride or other chemicals used to prevent i•oadway ice or because of the
11 oil content of pavement marlcings or fi�om oil droppings or other effects of
12 traffic.
13 12) The material shall not prohibit adhesion of other thermoplastic marl<ings if,
14 at soine future time, new ma�•kings are placed ovel• existing material, New
15 matet•ial shall bond itself to the old line in such a manner that no splitting or
16 separation takes place.
17 13) The markings placed on the roadway shall be completely retroreflective
18 both internally and externally with traffic beads and shall exl�ibit uniform
19 reti•o-directive reflectar�ce,
20 14) Traffic beads
21 a) Manufactured fi•om glass
22 b) Spherical in shape
23 c) Essentially free of sharp angular particles
24 d) Essentially free of pai�ticles showing cloudiness, surface scoring or
25 surface scratching
26 e) Water white in color
27 fl Applied at a unifoi•m rate
28 g) Meet or exceed Specifications shown in AASHTO Standard
29 Specification for Glass Beads Used in Pavement Markings, AASHTO
30 Designation; M 247-09,
31 c. Preformed Polymer Tape
32 1) Material shall meet or exceed the Specifications for SWARCO Director 35,
33 3M High Performance Tape Series 3801 ES, or app�•oved equal.
34 d. Preformed Heat-Activated Thermoplastic Tape
35 1) Material shall meet or exeeed the Specifications for HOT Tape Brand 0.125
36 mil preformed thermoplastic or approved equal.
37 e. Traf�c Paint
38 1) Materials shall meet or exceed the TxDOT Speci�cation DMS-8200,
39
40
41
42
43
44
45
46
47
48
49
50
2. Raised Marl<ers
a. Marlcers shall meet the requirements of the Texas Manual on Uniform Traffic
Control Devices.
b. Non-reflective markers shall be Type Y(yellow body) and Type W(white
body) round ceramic markers and shall meet or exceed the TxDOT
Specification DMS-4300,
c. The reflective markers shall be plastic, meet or exceed the T�cDOT
Speci�cation 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 HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 02132
Revised December 2Q 2012
1
2
3
4
fi
6
7
8
9
10
11
12
13
14
15
16
17
18
321723-7
PAVEMEN'I' MARI<INGS
Page7of(I
3. Wor]< Zone Markings
a. Tabs
1) Temporary flexible-reflective roadway marlcer tabs shall meet requirements
of T�cDOT D1VIS-8242, "Temporary Flexible-Rafleetive Road Marlcer
Tabs,"
2) Removable markiilgs shall tlot be used to simulate edge lines.
3) No s�gti��nt of t�oadway o�e�1 to traf�c shall r�n�ain witl�oufi }��►°inanetjt
pavament markin�s For a pariod �reater tha» 14 calendaa� days,
b, Raised Maz•kers
1) All raised pavement marlcers sliall meet the requirements of DMS-4200.
c. Striping
1) Work Zone striping shall meet or exceed the TxDOT Specification DMS-
8200.
2.3 ACC�SSORIES [NOT USED]
2,4 SOURCE QUALITY CONTROL
A, Performance
1. Minimum maintained reti•oreflectivity levels for longitudinal markings shall meet
the requirements detailed in the table below for a minimum of 30 calendar days.
Posted S eed m h
< 30 �_35 — 50 > 55
19
20
21
22
23
24
25
26
_
2-lane roads with centerline �a 100 250
markin s onl (1)
All other roads (2) n/a 50 100
(1) Measured at standard 30-m geometry in units of mcd/m /lux.
(2) Exceptions:
A. When raised reflective pavement markings (RRPMs) supplement or substitute for a
longitudinal line, minimum paven�ent marking retroreflectivity Ievels are nat applicable as
long as Yhe IZIti'Ms are maintained so that at least 3 are visible from any position along that
line during nighttime conditions,
B. When continuous roadway lighting assures that the markings are visible, minimum
pavement marking retroreflectivity levels are not applicable,
27 PART 3 - EXECUTION
28 3.1 EXAMINATION [NOT USED]
29 3.2 PREPARATION
30
31
32
33
34
3S
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 suf�ciently to cemove the
curing membrane.
3. Pavement to which material is to be applied shall be completely dry.
HMAC SURFACE OVERLAY (2013-13)
02132
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Ravised December 20, 2012
32 17 23 - 8
PAVEMENT MARKINGS
Page8of11
1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15
2 mintites, no condensation develops on the underside of a 1 square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges.
4 5. Equipment and methods used foi• surface preparation shall not damage the
5 pavement or present a hazard to motorists or pedestrians,
6 3.3 INSTALLATION
7
10
11
12
13
14
15
16
17
A. Genecal
1. The materials shall be applied according to the manufacturer's cecommendations,
2. Mai•kings and markers shall be applied within temperature limits recommended by
the material manufacturer, and shall be applied on clean, dry pavement having a
surface temperatttre above 50 degrees Fahrenheit.
3, Markings 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
Contractor at the Contractor's expense, If the mistalce is such that it would be
confusing or hazardous to motorists, it shall be remedied the same day of
notification, Notification will be made by phone and confirmed by fax. Ot11er
mistakes shall be remedied within 5 days of written notification,
18 4. When markings are applied on roadways open to traffic, care will be taken to
19 ensure that proper safety precautions are followed, including the use of signs,
20 cones, barricades, flaggers, etc,
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
Freshly applied markings shall be protected fi�om h�affic damage and disfigurement.
Temper•ature of the material must be equal to the temperatui•e of the road surface
before allowing traffic to travel on it.
B. Pavement Marlcings
2.
3,
Thermoplastic, hot applied, spray
a. This method shall be used to install and replace long lines — centerlines, lane
lines, edge lines, turn lanes, and dots.
b. Marl<ings shall be applied at a 110 mil thicicness.
c, Marlcings shall be applied at a 90 mil thickness when placed over existing
marlcings.
d. Typical setting time shall be between 4 minutes and 10 minutes depending
upon the roadway sw•face temperature and the humidity factor.
e. Retroreflective raised markers shall be used to supplement the centerlines, lane
lines, and turn lanes. Refer to City Standard Detail Drawings for placement,
f. Minimum retroreflectivity of markings shall meet or exceed values shown in
subparagraph 2.4,A.1 of this Specification.
Thermoplastic, hot applied, extruded
a. This method shall be used to install and replace crosswalks and stop-lines,
b, Marlcings shall be applied at a 125 mil thicicness,
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
Preformed Polymer Tape
a, This method shall be used to install and replace crosswalks, stop-lines, and
legends,
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
1
2
3
4
S
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
321723-9
PAVENIEN`i' MARKINGS
Page 9 of i t
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 marlcing shall adhere to the pave�nent surface with no slippage or
lifting and have square ends, sti•aigl�t lines and cl�an edg�s,
c, Minimtun retroreflectivity of marl<ings shall meet or exceed values show�l in
this Specification.
5. Traffic Paint
a. This method shall be used to install Work Zone Marl<ings, Parl<ing Lot
Markings and any other tempora►y marl<ing application.
b. The applied marlcing shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
C. Raised Markers
1. All permanent raised pavement markers on Portland Cement roadways shall be
installed with epoxy adhesive. Bituminous adhesive is not acceptable.
2. All permanent raised pavement mar]<ers on new asphalt roadways may be installed
with epoxy or bituminous adhesive,
3. A chalk line, chain or equivalent shall be used during layout to ensure that
individual markers are prope�•ly aligned. All markers shall be placed uniformly
along the line to achieve a smooth continuous appearance.
D. Work Zone Markings
1. Work shall be performed with as little disruption to traffic as possible.
2. Install longitudinal markings on pavement surfaces before opening to traffic.
3. Maintain lane alignment traffic control devices and operations until markings are
installed.
4. Install markings in proper alignment in accordance with the Texas MUTCD and as
shown on the Drawings.
5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
of a surfaee treatment, unless otherwise shown on the Drawings.
6. Place markings in proper alignment with the location of the iinal pavement
markings.
7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or
transverse lines.
8. All markings shall be visible from a distance of 300 feet in daylight conditions and
from a distance of at least 160 feet in nighttime conditions, illuminated by low-
beam automobile headlight.
9. The daytime and nighttime reflected color of the markings must be distinctly white
or yellow.
10. The markings must exhibit uniform retroreflective characteristics.
11. Epoxy adhesives shall not be used to work zone markings.
? CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised December 2Q 2012
32 17 23 - 10
PAVLMENT MARKINGS
Page 10 of I I
1 3.4 I2EMOVALS
2 1. Pavement Marking and Marlcer Removal
3 a, The industry's best practice shall be used to remove existi�ig pavement
4 markings and inarkers.
5 b. If the roadway is beiug da�naged during the mai•Icer removal, Work shall be
G l�alted until consultation with tha City.
7 c. Removals sl�all be done in such a n�arier that color and te�tur4 contrast of the
8 pavement surface will be h�ld to a mini�nuin.
9 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc,, greater than
10 '/a inch in depth cesulting from the removal of pavement n�arkings and markers.
11 llriveway patch asphalt emulsion may be bcoom applied to reseal damage to
12 asphaltic surfaces.
13 e. Dispose of marlcers in accordance with federal, state, and local regulations.
14 £ Use any of the following rnethods unless otharwise shown on the Drawings.
15 1) Surface Treatment Method
16 a) Apply surface treatment at rates shown on the Drawings or as directed.
17 Place a surface treatme►it a�ninimum of 2 feet wide to cover tlle
18 existing rnarking.
19 b) Place a surface treatment, thin overlay, or microsurfacing a ininimum
20 of 1 lane in width in areas where directional cl�anges of traffic ace
21 involved or in other areas as directed by the City,
22 2) Burn Method
23 a) Use an approved burning method.
24 b) For theimoplastic pavement markings or prefabricated pavement
2S marlcings, heat may be applied to remove the buU< of the marlcing
26 material prior to blast cleaning.
27 c) When using heat, avoid spalling pavement surfaces,
28 d) Sweeping or light blast cleaning may be used to cemove mino�• residue,
29 3) Blasting Method
30 a) Use a blasting method such as water blasting, abrasive blasting, water
31 abrasive blasting, shot blasting, sluriy blasting, water�injected abrasive
32 blasting, or brush blasting as approved.
33 b) Remove pavement ma��kings on concrete surfaces by a blasting method
34 only.
35 4) Mechanical Method
36 a) Use any mechanical method except grinding.
37 b) Flail milling is acceptable in the removal of marlcings on asphalt and
38 concrete surfaces.
39 2. If a location is to be paved over, no additional compensation will be allowed for
40 marking or marker removal.
41 3.5 REPAIR / RESTORATION [NOT USED]
42 3.6 RE-INSTALLATION (NOT USED]
43
44
3.7 FIELD QUALITY CONTROL
A. All lines must have clean edges, square ends, and be uniform cross-section.
45 B. The density and quality of markings shall be uniform throughout their thickness.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
1
2
3
4
5
6
7
8
9
10
11
12
13
321723-Ii
PAVEM�NT MARKINGS
Page 11 of 11
C. The applied marlcings shall liave no more than 5 percent, by area, of I�oles or voids and
shall be free of bliste►s.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTTNG [NOT USE7�]
3.10 CLEANING
A. Contractoi• shall clean up and remove all loose material resulting from construction
op�a�ations.
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 SEC`�ION
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
32911�1�1
7'OYSOIL PLACLMEN'P ANn PINISH[NU OI� PARKWAYS
Pz�ge l at'3
1
2
3
S�CTION 3?, 91 19
TOPSUIL PLACETv�ENT AND FINISHING �F P�1RI<WAYS
PART1- G�N�RAL
4 1.1
s
6
7
8
9
10
11
12
13 1.2
14
15
16
17
18
19
20
21
22
23
24
�UVTMAR'SC
A. ��ction ��ucludes
1. T�r�rnisl� a�iel i�l�ce topsoil lo tl�e deptl�� and oi1 tlze �i°��s shown on th� �la��s,
B. Deviations fi•om City of Foi�t Worth �taridards
1. Non�
C, Relai:ed Specification Seetions includ� but are not necessarily limited to
1. T�ivisIon 0- l3icidi��� TZequircnl�nts, Go�ltt�act l�oi�iz�s, and Cotlditinns of th�
Conteact.
2. Division 1- G�nei•al Requii•ements.
PRICE AND PAYM�NT PROCEDURES
A. Measurement and Payment
1, Measurement:
a. Topsoil: measure by the cubic yard in place,
2. Payment;
a. Contract unit price and total compensation for loading, hauling, placing and
furnishing all labor equipment, tools, supplies, and incidentals as necessaiy to
complete work.
b. All excavation required by this item in cut sections shall be measured in
accordance witl► provisions for the various axcavation items it1volved with the
provision that excavation will b� measured and paid for once, regardless of the
manipulations involved.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
32 91 l9 - 2
'I'OPSOIL PLACLM�NT AND PINISHING OF PARKWAYS
Vage 2 of 3
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
1.3 IZEFERENCES [NOT USED]
1.4 ADMINISTRATIV� REQUIIZEMENTS [NOT US�D]
1.5 ACTION SUI3MITTALS
1.6 ACTION SUI�MTT"I'A.L�/INI+OI2MA'i"IQNAI, fiUBMI`TTAI.,S [NOT U�L�J
1.'� �LOSEOIT'� SUBMT'TTAI.� [NOT USEI)]
1.8 MAIP1T1+aNANC� MATLRIAL SUBMIT'I'ALS [NOT USED]
�.9 QUALITY ASSUR�INC� [NO`1' iTS�DJ
1.10 DELIV�RY, STORAGL+', AND HANDLING [NO� US�D]
l.11 FIELll [STTE) CONDITTONS (NOT USEll]
1.12 WAI2RANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [oR] OWNER-SITPPLIEDPRODUCTS [NOT US�D]
2.2 MAT�RIALS
A. Topsoil
1. Use easily cultivated, fertile topsoil that:
a. is free fi•om objectionable material including subsoil, weeds, clay lumps, non-
soil materials, roots, stumps or stones larger than 1.5 inches
b. has a higl� resistance to erosion, and
c. is able to suppoi�t plant growth.
2, Secure topsoil fi•om approved sources.
3. Topsoil is subject to testing by the City.
4. pH: S.S to 8,5.
5. Liquid Limit: 50 or less.
6. Plasticity Index; 20 or less.
7. Gradation; maximum of 10 percent passitig No, 200 sieve.
B. Water; elean and �ree of industrial wastes and other substances harmiul to the growth
of v�getation.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USEDJ
30 PART 3 - EXECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EXAMINATION [NOT USED]
33 3.3 PREPARATION [NOT USED]
34 3.4 INSTALLATION
35 A. Finishing of Parkways.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-)3)
02132
3291 19-3
TOPSOIL PLACGivtENT AND PINISI IING OF PARKWAYS
Page 3 of 3
1 1.
2 2.
3
4 3.
5
6 4.
7
8
9
]0 5.
11
12
13 6.
14 7.
15
Smoothly shape parl<ways, shoulders, slopes, and ditches.
Cut park�vays to finish grade prior to the placing of any iulprovements in or
adjacent to the roadway.
In the event that unsuitable material for parlcways is eneountered, e:ctend the depth
of excavation in the parkways six inches and baekfill with top soil.
Malce standard parlcway grade perpendicular to and draining to the curb line.
a. Minimum: 1/4 inch per foot.
b. Maxitnum: 4;1.
c. City may approve variations fi•om these requirements in special cases.
Whenever the adjacent prope�-ty is lower than the design curb grade and runoff
di•ains away fi�om the street, the parlcway grade must be set level with the top of tlle
curb.
The design grade from the parlcway extends to the back of the wallc line.
From that point (behind the walk), the grade may slope up or down at maximum
slope of 4:1.
16 B. Placing of Topsoil
17 1. Spread the topsoil to a uuiform loose cover at the thickness specified.
18 2. Place and shape the topsoil as directed.
19 3, Hand rake finish a minimum of 5 feet fi�om all flatwork
20 4. Tamp the topsoil with a light roller or other suitable equipment,
21 3.5 [I2EPAIR]/ [ItESTORATION] [NOT USED]
22 3.6 12E-INSTALLATION [NOT USED]
23 3.7 FIELD QUALITY CONTROL [NOT USED]
24 3.8 SYST�M STARTUP [NOT USED]
25 3.9 ADJUSTING [NOT USED]
26 3.10 CL�ANING [NOT USED]
27 3.11 CLOSEOUT ACTIVITIES [NOT USED)
28 3.12 PROTECTION [NOT USED]
29
30
31
32
3.13 MATNTENANCE [NOT USED]
3.14 ATTACI-IMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
33
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
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
2'7
28
29
30
31
32
33
34
35
36
37
38
329213-1
HYDROMULCHING, SEGDING AND SODDING
Page 1 of 7
SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDiNG
PART1- GEN�RAL
1.1 SUMMARY
A. Section Includes
1. Furnishing and installing grass sod and pe��manent seeding as sho4vn on plans, or as
dir�cted.
B. Deviations fi�om City of Fort Worth Standards
1. None
C. Related Specification Sections include but are not necessarily limited to
�, Division 0- Bidding Rec�uirements, Contract Farms, �f�d Conditio��s of th�
Contract,
2. Division 1- General Requirements.
1.2 PRICE AND PAYM�NT PROCEDURES
A. Measurement and Payment
1. Measurement
a. Block Sod Placement; measure by the square yard.
b. Seeding: measure by the square yard by the installation method.
c. Mowing: measure by each.
2. Payment
a. Block Sod Placement: contract unit price and total compensation for furnishing
and placing all sod, rolling and tamping, wafiering (until established), disposal
of all surplus materials, and material, labor, equipment, tools and ineidentals
necessary to complete the work.
b. Seeding: contract unit price and total compensation for furnishing all materials
including water for seed-fertilizer, slurry and hydraulic mulching, water and
mowing (until established), fertilizer, and material, labor, equipment, tools and
incidentals necessaiy to complete the wor]<.
c. Mowing: contract unit price and total compensation for material, labor,
equipment, tools and incidentals necessary to complete the work.
1.3 REFERENCES [NOT USED)
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 ACTION SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS
A, Seed
1. Vendors' certification that seeds meet Texas State seed law including:
a. Testing and labeling for pure live seed (PLS).
b. Name and type of seed,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS 02132
Revised July 1, 20ll
329213-2
HYDROMULCI[TNG, S[;GDING 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, �arior to plai�ti»g,
3 3. All �e�d lo be of th� �r�vious s�asoi�'s 4cop a�ld the dake on t}le co�ltain�r sllall be
1 �vitl�in twelv� rnontlls of th� seedi�i�; dat�.
S 1,.7 CLOSlOUT SUBMITTALS [NQT USED]
6 1.8 MAINTENANCE MATERIAL SUI3MITTALS [NOT USED�
7
8
19 QUALITY ASSURANCE [NOT USEll]
1.10 DELIVERY, STORAGE, AND HANDLING
9 A. Blocic Sod
10 1. Protect from exposure to wind, sun and fi•eezing.
11 2. Keep stacked sod moist.
12 B, Seed
13 1. If usin�; nalive grass or wildflow�r seed, sced must hays been harvested within one
1 a I1U11C{1'CC� � 1 OO� it1110S Oi tll� CUIISiCU(:C101'1 SII:E.
IS 2. Eacli species of seed sllall be supplied in a separate, labeled containe�• for
16 acceptance by the City.
17 C. Fertilizer
18 1. Provide fei�tilizer labeled with the analysis.
19 2, Confoi°tn to Texas fertilizer law.
20
21
111 FIELD [Si1"�] CONDI'TIONS [NOT USEll]
1.12 WAT2RANTY [NOT USED]
22 PART 2- PRODUCTS [NOT USED]
23 2.1 OWN�R-FURNISH�D PRODUCTS [NOT USED]
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
2.2 MATEI2IALS AND EQUIPMENT
A. Materials
1. Block Sod
a, Sod Varieties (match existing if applicable)
1) "Stenotaphi�um sectandatum" (St. Augustine grass),
2) "Cynodon dactylon" (Common Bermudagi•ass),
3) "Buchloe dactyloides" (Buffalogj�ass),
4) an approved lrybrid of Common Barmudagrass,
S) or an approved Zoysiagrass.
b. Sod must contain stolons, leaf blades, rhizomes and roots.
c, Sod shall be alive, healthy and fi�ee of insecYs, disease, stones, undesirabla
foreign materials and weeds and grasses deleterious to its growth or which
mighl affect its subsistence or hardiness when transplanted,
d. Minimum sod thickness: 3/4 inch
e, Maximum grass height: 2 inclles
f, Acceptable growing beds:
1) St, Augustine grass sod: clay or clay loam topsoil,
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2013-13)
02132
329213-3
HYDROMULCI tING, SEEDING AND SODDING
P�ge 3 of 7
1
2
3
4
5
6
7
s
9
10
11
12
13
14
15
16
17
18
19
20
21
22
z3
24
2S
26
2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
g. Di�r�ensio��s,
1) Macl�ine �ut to uniform soil tl�ic(cness.
2) Sod shall be of equal width and of a size that permits tN�e sod to t�a lifted,
har�dlcd and rolled ��ithout breaking,
h. Brolcen or torn sod or sod with uneven ends shall be �•ejected.
2. Seed
a. General
1) Plant all seed at rates based on pure live seed (PLS)
a) Pure Live Seed (PLS) determined using the formula:
(1) Percent Pure Live Seed = Percent Purity x[(Percent Ger�nination +
Pereent Firm or Hard Seed) + 100]
2) Availability of Seed
a) Substitution of individual seed types due to lacic of availability may be
permitled by the City at the time of planting.
b) Notify the City prior to bidding of dif�culties locating certain species.
3) Weed seed
a) not exceed ten percent by weight of the total of pure live seed (PLS)
and other material in the mixture.
b) Seed not allowed;
(1) Johnsongrass
(2) nutgrass seed
4) Harvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (�ercent) (�er•cent)
25 Bermuda (unhulled) cynodon dac.tylon &5 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 lolium mult�orum 85 90
75 Bermuda (unhulled) cynodon dactylon 95 90
30
31
32
33
c. Native Grass Seed
1) Plant between Februaiy 1 and October 1.
Lbs. PLS/Acre
1.6
5.5
3.7
17.0
1.8
O.S
6,0
8.0
Common Name
Green Sprangletop
Sideoats Grama*
Little Bluestem*
Buffalograss
Indian Grass*
Sand Lovegrass*
Big Bluestem
Eastern Grama
Botanical Name
Leptochloa dubia
Bouteloua curtipendula
Schizachyrium scoparium
Buchloe dactyloides
Sorghastrum nutans
Eragrostis trichodes
Andropogon g�rardii
Tripscacum dactyloides
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
329213-4
HYDROMULCHING, SEEDING AND SODDiNG
P�ge 4 of 7
1.2
1.8
10.0
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
Blue Grania Bouteloiragracilis
S�vitchgrass Pm�icann vrrgatznn
Pi•aii•ie Wildrye* Ely�nirs canade»sis
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 Bota��icad Na�ne
3.0 Bush Sunflowe�• Sinsia calva
5.0 Butterily Weed Asclepias tuberosa
2.0 Clasping Coneflower* Rudbeckiu amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower DesrnanthZ�s iUi»oensis
13.6 Parh•idge Pea Cassia fasciculata
2.0 Pi•airie Verbena Verbena biprnnatifrda
8.0 Texas Yellow Star Li»dheimeri texana
8.0 Winecup Calli��/�oe is�volcrata
2.0 Black-eyed Susan Rardbeckia l�i�•ta
18.0 Cutleaf Daisy Engeb�zannia pinnatifrda
2.0 Obedient Plant Plzysostegia inte���nedra
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Co�•eopsis tincto��ia
8.0 Scarlet Sage Salvia coccinea
*not to be planted within ten feet of a road or parking lot or• within three feet of a
wallcway
e. Temporary Erosion Conti•ol Seed
1) Consist of the sowing of cool season plant seeds.
3. Mulch
a. For use with conventional mechanical or hydraulic planting of seed.
b, Wood cellulose fiber produced from virgin wood or recycled paper-by-products
(waste products fi•om paper mills or i•ecycled newspaper).
a No growth or germination inhibiting factors.
d. No more than ten percent moisture, air d�y weight basis.
e. Additives: binder in powder form.
f. Form a strong moisture retaining mat.
4. Fertilizer
a, acceptable condition for dist��ibution
b. applied uniformly over the planted area.
c. Analysis
1) 16-20-0
2) 16-8-8
d. Fertilizer rate:
1) Not required for wi(dflower seeding.
2) Newly established seeding areas - 100 pounds of nitr�ogen per acre.
3) Established seeding areas - 150 pounds of nitrogen per acre.
30 5. Topsoil: See Section 32 91 19.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 201 I
329213-5
HYDiZOMULCHING, S��DiNG nND SODDING
Page 5 of 7
1
2
3
4
5
6
7
8
6. Water: clean and free of industrial wastes or other substances harmful to the
g�ranination of the seod or to tl�� grow�h o� the v�g�tation.
7. Soil Retention Blanket
a, "Curlex I" fi•om American Excslsior, 900 Ave, I-I East, Post Office Bo:c 5624,
Arlin�ton, Texas 76001, 1-800-777-SOIL or approved equal.
2.3 ACC�SSORIES [NOT USEll]
2,4 SOURCE QUALITY CONTROL [NOT US�D)
9 PART 3 - �X�CUTION [NOT USED]
' 10 3.1 INSTALLERS [NOT USED]
11 3.2 EXAMINATION [NOT USED]
12 3.3 PREPARATION
13 A. Surface Preparation: clear surface of all material including:
14 1. Stumps, stones, and other objects largec than one inch.
15 2, Roots, brush, wire, stal<es, etc.
16 3. Any objects that may interfere with seeding or maintenance.
17 B. Tilling
18 1. Compacted areas; till one inch deep.
19 2. Areas sloped greater than 3: l: run a tractor parallel to slope to provide less
20 seed/water run-off.
21 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees.
22 3.4 INSTALLATION
23 A. Block Sodding
24 1. General:
25 a, Place sod between curb and walk and on terraces that is the same type grass as
26 adjacent grass or existing lawti.
27 b. Plant between the average last freeze date in the spring and 6 weeks prior to the
28 average �rst 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 oftapsoil.
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 �rm 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 (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
329213-6
NYDROMULCHING, SGEDING AND SODDING
P�ge 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. Watering and Finishing
a. Purnish water as an anci(laiy cost to CONTRACTOR by means of temporary
metering / irrigation, watec truck or by any othei• method necessai•y to achieve
an acceptable stand of turf as defined in 3,13.B.
b. Thoroughly watec sod immediately after planted.
a Water until established.
d. Genez�ally, an amount of water that is equal to the average amount of rainfall
plus one half inch per weelc should be applied until accepted. If applicable,
plant large ai•eas by irrigation zones to ensure areas are �vatered as soon as they
ai•e planted.
B. Seeding
1. General
a. Seed only those areas indicated on the plans and areas disturbed by
construction.
b. Mark each area to be seeded in the �eld prior to seeding for City approval.
2. Broadcast Seeding
a, Broadcast seed in two directions at right angles to each other,
b. Harrow or rake lightly to cover seed.
c. Never cover seed with moee soil than twice its diameter.
d. For wildflower plantings:
1) scalp existing grasses to one inch,
2) remove grass clippings, so seed can make contact with the soil.
3. Mechanically Seeding (Drilling):
a. Uniformly distribute seed over the areas shown on the plans or as directed.
b. All varieties of seed and fertilizer may be distributed at the same time provided
that each component is uniformly applied at the specified r•ate.
c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
drill.
d. Drill on the contour of slopes
e. After planting roll with a roller integral to the seed drill, or a corrugated roller
of the "Cultipacl<er" type,
f. Roll slope areas on the contoui•.
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 unifoc�nly with
grass seed.
3) Mixture is applied within thicty (30) minutes after placed in the equipment,
b. Placing
1) Uniformly distribute in the quantity specified over the areas shown on the
plans or as directed.
5. Fertilizing: uniformly apply fertilizer over seeded area.
6. Watering
a. Furnish water by means of temporaiy metering / irrigation, water trucic or by
any other method necessaiy to achieve an acceptable stand of turf as de�ned in
3.13.B.
b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
329213-7
HYDROMULCHtNG, SErDING AND SODDING
Page 7 of 7
1 c. Water as direct by the City at least ttivice daily for 14 days after seeding in such
2 a manner as to prevent washing of the slopes or dislodgement of the seed.
3 d. Water until final acceptance.
4 e, Generally, an amount of watei• that is enual to tlle average amount of rainfall
5 plus one half inch per weel< should be applied until accepted.
6 3.5 [IZ�PAIR]/ [I2ESTORATION] [NOT US�D]
7 3.6 It�-INSTALLATION [NOT US�D]
8 3.7 FI�Lll QUALITY CONTROL (NOT US�D]
9 3.8 SYSTEM STARTUP [NOT USED)
10 39 ADJUSTING [NOT USED]
11 3.10 CLEANING [NOT USED]
12 3.11 CLOSEOUT ACTIVITIES
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. Blocl< Sodding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Sod shall not be considered finally accepted until the sod has started to peg down
(roots growing into the soil) and is fi�ee fi•om dead blocks of sod.
B. Seeding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Maintain the seeded area until each of the following is achieved:
a. Vegetation is evenly distributed.
b. Vegetation is free from bare areas.
3. Turf will be accepted once fully established.
a. Seeded area must have 100 percent growth to a height of three inches with one
mow cycle performed by the CONTRACTOR prior to consideration of
acceptance by the City.
30 C. Rejection
31 1. City may reject block sod or seeded area on the basis of weed populations,
32 3.14 ATTACHMENTS [NOT USED]
33
34
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
3_:i S1� I�t ; 1
Af)IU�'1'INu Mi�NI IULE�I, INLt:`I'S, VAIaV� UU3CI�S, ANI� OTh1ER 8�t'I;Ut;9'UI�C:; TO C;(tf\L?G
!?n�s: I nP6
1
�
3
� { �`1°I��la+1 �3 (?� 1�
ADJi1ST1�1� MANI�OLE�, 1NLE'1'S, VALVL 13(O�CLS, ANL� O�PI�-IT;R S°CP�tJ�'I"U12�S TO
GI�AD�
4 1'ART 1 - G�NERAL
S 1.� �UMMARY
b A, �e4tio�� �nahrdas;
'1 1. V��°tical adjusfin�nts to r��ai�holes, cirdp i��la�s, v�lv� �oYos, e��laodic �i°ot�e�io�� t�st
8 st�tioris a��cl oilt�r uzisepllan�ous st�•uetua�es to ���2�w gi��zd�
9 B. Ueviations fi�otn tliis City of Fort Worth Standa�•d S�ecification
I Q 1. Noi�e,
il
1�
13
14
IS
16
17
rs
19
20
21
22
�:;, I��I€►kc�c1 ����cifi�;�ti�al �'��kiQ�as itx�l��cl�, iaut ���� iic�t ������s€��i13� �i��ail�cJ �o�
1. �ivi�ioa� 0-- B(t�ding Y��c�ui�°�i��ier�fi�, �oi7tr°�e� i�o���s, at�d C",oi�ditao��� o�'Gl�a
Contract
2. Division 1— Ganer�il Requi�•ements
3. Sectiai133 OS 1 U— Utility Tre�jch E�.cavation, EmbE�lment and Bacl<itll
4. �ection 33 05 13 — Praane, Cover and Grade Riiigs
S. Section 33 39 10 — Cast-in-Place Concrete Manholes
6, Sectiotl 33 39 20 — Precast Conceete Manholes
7. Se�tion 33 12 20 — Resilient Seated Gate Valve
8. Section 33 12 21 — AWWA Rubber-Seat�d Butterfly Valve
9. Section 33 04 11 — Corrosion Contro( Test Station
10. Section 33 04 12 — Magnesium Anode Cathodic Protection
23 1.2 PRICE AND PAYMENT PROCEDUR�S
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
A, Measurement and Payment
1. Manhole — Minor Adjustment
a. Measurement
1) Measw�ement %r this Item shall be per each adjustment using only grade
rii�gs or oth�r rninor adjustment devices to a ga•ade �p�ciiied on the
Drawings,
b. Payment
1) The wor•k performed and the materials furnished in accordance with tl�is
Item will be paid far at the u��it price bid per each "Manhole Adjustm�nt,
Minor" completed,
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Grade rings or other adjustment device
6) Furnishing, placing and compaction of embedment and bacic�ll
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20l 1
HMAC SURFACE OVERLAY (2013-13)
02132
2
3
4
s
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
33OS 14-2
ADJUSTING NIANI-iOLES, INLGTS, VALVG BOXGS, AND OTEIER STRUC1'URLS "1'O GRAllE
Page 2 of 6
7) Clean-up
2. Manhole - Major Adjustment
a, MGiiSlll'E111�11t
1) M�a�ureii�ei3t i'or this Tt��n shall k�e tje�= sacl� adjustzri�nt rec�uiring stcuctural
rnaditication� to nia»11o1c; to a grade sp�ci��d on t11� I)�°nwiri�;�.
b. Payment
1) 'I'he work performed aiad the materials furnished in accordance with this
Item �vill ve paicl fo�' 1i iI10 Lllllt 1)Pic� l�id p�c each "Manliol� Adjustia��nt,
Majoc" co�npleted.
a The price bid shall inelude:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural tnoditications, grad� rings or other adjust��ient device
6) Furnishing, plaeing and compaction of embedment and bacl<�11
7) Clean-up
3. Inlet
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structuz-al
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 Adjust�nenY'
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 baakfill
'7) Clean-up
4. Valve Box
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specified
on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Valve Box Adjustment"
eompleted.
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 compaetion of embedment and backfill
7) Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
33 05 14 - 3
ADJUSTING MANHOLrS, [NLETS, VALVE BOXGS, AND 01'I-IGR STRUCTURES TO GR�D�
Page 3 of G
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
5
6.
7
Cathodic Protection Test Station
a. Measurement
1) Measureme��t for this Item shall be per each adjustment to a grade specified
on the Drawings,
b. Payment
1) The work per�formed and the materials fucnished in aceordance with Chis
Item will be paid %r at the unit price bid per each "Cathodic Protection
Test Station Adjusttnent" completed.
c. The pr'rce bid shall include;
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of eacess material
S) Adjustment device
6) Fu��nishing, placing and coilipactio�l of embedment and bacicfill
7) Clean-up
Fire Hydrant
a. Measucement
1) Measurement for this Item shall be per each adjustment requiring stem
extensions to meet a grade specified by the Drawings.
b. Payment
1) The work performed and the materials fiirnished in accordance with this
Item will be paid for at the unit price bid per each "Fire Hydrant Stem
EYtension" completed.
c. The price bid shall include:
1) Pavernent removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment materials
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Miscellaneous Structure
a. Measurement
1) Measurement for this Item shall be per eac(1 adjustment requiring structural
modi�cations to said structure to a grade specified on the Drawings,
b. Payment
1) The worlc performed and the materials furnished in accordance with this
Item will be paid 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 cornpaction of embedment and bacl<fll
d. Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
33os ��-a
ADJUSTING MANHOLES, INLF,"1'S, VALVE [30XGS, ANll OT[IER STRUC'1'URGS TO GRADE
Page 4 of G
1 1.3 R�F�R�NC�S
2 A. Reference Standards
3 1, Reference standards cited in tliis Speci�cation refer to the cui•i•ent reference
4 standacd pul�lished at the tian� of the latest revisian date logged at lhe end of this
5 Sp�ci�Gation, unless a date is specif �ally cited.
6 2. TeYas Commission on E►ivironmental Quality (TCEQ):
7 a, Title 30, I�aa�t I, Chapter 217, Subchapter C, �tala 217.55 — Manhol�s and
8 Relat�d Structures.
9 1.4 AllMINISTRATIVE 12�QUIREM�NTS [NOT USED]
10 1.5 SUBMITTALS [NOT US�D]
11 1.6 ACTION SUBMITTALS/INF0121YYATTONAL SUBMITTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USEDJ
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
14 1.9 QUALITY ASSURANCE [NOT USED]
15 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WAI2RANTY [NOT US�D]
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
PART 2 - PRODUCTS
2.1 OWN�R-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 MATERIALS
A. Cast-in-Place Concrete
1. See Section 03 30 00,
B. Modifieations to Existing Goncrete Structures
1. See Section 03 80 00.
C. Grade Rings
1. See Section 33 OS 13.
D. Frame and Cover
l. See Seetion 33 OS 13.
E. Backfill material
1. See Section 33 OS 10.
F. Water valve box extension
1. See Section 33 12 20.
G. Corrosion Protection Test Station
CITY OF FORT WOR1'H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revisad July i, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
330514-5
ADJUSTING MANHOLES, INLE"CS, VALVE BOXGS, AND OTHER STRUCTURGS TO GRADE
Page 5 of 6
1 1. See Section 33 04 11.
2 H. Cast-in-Place Concrete Manholes
3 1. See Section 33 39 10.
4 I. Precast Concrete Manholes
5 1. See Section 33 39 20.
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXA.MINATION
11 A. Verification of Conditions
12 1. Examine existing structure to be adjusted, for damage or defects that may affect
13 gi•ade adjustment.
14 a. Report issue to City for consideration before begi�ining adjustment.
15 3.3 PIt�PARATION
16
17
18
19
20 3.4
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
A. Grade Verification
1. On major adjustments confirm any grade change noted on Drawings is consistent
with field measurements.
a, If not, coordinate witl� City to verify final grade before beginning adjustment.
ADJUSTM�NT
A. Manholes, Inlets, and Miscellaneous Structures
1. On any sanitary sewer adjustment rep(ace 24-inch fi•ame and cover assembly with
30-inch fi•ame and cover assembly per TCEQ requirement.
2. On manhole major adjustments, inlets and miscellaneous structures protect the
bottom using wood forms shaped to fit so that no debi•is blocics the invert or the
inlet or outlet piping in during adjustments.
a. Do not use any more than a 2-piece bottom.
3. Do not extend chimney portion of the manhole beyond 24 inches.
4. Use the least number of grade rings necessary to meet required grade.
a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch
rings.
B. Valve Boxes
1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
the Drawings.
C. Backfll and Grading
1. Bacicfill area of excavation surrounding each adjustment in accordance to Section
33 OS 10.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
330514-6
ADJUS`TiNG MANHOLES, INLETS, VALVG BOXES, AND OTHLR STRUCTURES TO GiZADG
Page 6 of 6
1 3.5 REPATR / It�STORATION [NOT US�D]
2 3.6 R�-INSTALLATION [NOT US�D]
3 3.7 FIELD [oa] SIT� QUALITY CONTROL [NOT USEDj
4 3.8 SYSTEM STARTUP (NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROT�CTION [NOT USED]
9 3.13 MAINTENANCE [NOT US�D]
10 3.14 ATTACHMENTS [NOT USED)
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
33 0� 17 , 1
GUNC;R(-1'(� C:ULt,AI<5
13n�e I ��f 3
1
2
5��1'ZON 33 Oa 1`i
CONCi2�'I'� COLI��IRS
3 PART 1 - GT�IERA�.,
4 1. X SUIV�M�R'Y
S A, ��ctioil incluci�s:
6 1. ConaretE Colla��s fo�� Matiliol�s
7 ?, 7'I�i.s Itern is iYrt�'tic%rc�,�>r� u,se i�r c�.,��ht�h� :S�t��eczls c�rr<� �r.�t�iir»�»�c�vec( crrc��r,s — ru�l�. fi?r t.�se
� �i�t c'sC,��ic�t'c't�' Sit'i?C�dS'.
9
10
11
l�
13
14
15
16
17
B. J3�viat�iot�� �ti�r�i� tl�ic �ity oF ��oi=� Wa�t�l� �'t���2ci�tz°�! �����i��i��.ric�i�
1. I*Io�1e.
C, IZelated Specification Sections include but are not necessarily limited to:
1, Divisior► 0— Biddi�lg iZequirein�nts, Contract Forins, a��d Conditio�ls of tl�e
Contract
2. Division 1— General Requirements
3, Scction 03 30 00 —�ast-In-Place Cot�cret�
4, Section 03 80 00 — Modifications to Existing Conerete Structures
S, Section 33 OS 13 — Frame, Cover, and Grade Rings
18 1.2 PRIC� AND PAYMENT PROC�DURES
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) Measureme�it for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid foz• at the w�it price bid per each "Conccete Collar"
installed,
c. The price bid will include:
1) Conerete 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 back�ll
11) Clean-up
12) Additional pavement around perimeter of concrete collar as required for
i•im adjustment on existing manhole.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-13)
02132
33OS 17-2
CONCItE"i'� COLLARS
Page 2 of 3
1
2
3
a
5
6
7
8
9
10
11
12
13
14
15
l6
17
18
1.3 IZEFEI2ENCES
A. Reference Standards
1. Reference standards cited in this Specification refer to the currerit reference
standard published at tl�e time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited,
2. ASTM International (ASTM):
a. D4258, Standard Practice for Surface Cleaning Concrete for Coating.
b. D42S9, Standard Practice for Abrading Concrete.
1.4 ADMTNISTRATIVE REQUIR�M�NTS [NOT US�DJ
1.5 SUBMITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT US�D]
1.7 CLOSEOUT SUBMITTALS (NOT USEDj
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANC� [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
19 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
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 TNSTALLERS [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 (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised December 20, 2012
330517-3
CONCRGTC COLLARS
Page 3 of 3
1 3.3 PREPARATION [NOT USEll]
2 3.4 INS'I'ALLATION
3 A. Final Rim Elevation
4 1. Install concrete grade rings for height adjustment.
5 a. Construct grade ring on load bearing shoulde�� of manhole,
6 b. Use sealant between rings as shown on Drawings.
7 2. Set fi•ame on top of manhole or grade rings using continuous water sealant.
8 3. Remove debi•is, stones and dirt to ensu��e a watertight seal,
9 4. Do not use steel shims, wood, stones or• other unspecitied material to obtai�l the
10 final surface elevation of th� manhole fi�ame.
11 3.5 IZ�PAIR / RESTORATION [NOT US�D]
12 3.6 ItE-INSTALLATION [NOT USED]
13 3.7 FI�LD QUALITY CONTROL [NOT USED]
14 3.8 SYST�M STARTUP [NOT USEDJ
15 3.9 ADJUSTING [NOT USED]
16 3.10 CL�ANING [NOT USED]
17 3.11 CLOS�OUT ACTIVITIES [NOT US�D]
18 3.12 PROTECTION [NOT USED]
19 3.13 MAINTENANCE [NOT USED]
20 3.14 ATTACHM�NTS [NOT USED]
�
22
END 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 collars are to be installed,
23
CITY OF FORT WORTH NMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised December 20, 2012
;'� �'r� ,'.c' � f. � > f
9�C�t�f%jzi£; �:�iP�l`(�I�,C�C:
1>���,, ? p(' S
1
,�
� ��,�I�,`�$19 �i;i��11�.�:,
Eb �.� �t7���3,��''�`
�
G
7
�
9
10
11
12 1.2
13
1�
15
1G
1 `7
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
�P�'���t� �� '�1 ��
'1'I�!'i �����; C'.�i�`�".C���
�, ����i�t� I���I�i���:
�. Iz7st�t��tioil of Pi°af��c �a»tt=�1 I�cviea� a»cl ��i�epai°ation oi'`�ra�fi� �o►�lz,al I�I�r��
B. D�viations �i•om this �ity of Foi�t Wprtt� �taric�ai�d S�eci�cation
l. Notie.
�, T��lat�d ����i�aatior� �aeiinn� i�3elcic��, �ut af�� i�o� �i����sai�ily li��iit�d ro:
1, I�ivisic�ri 0— Hicicii�►g T�.�c�t�i���t�3�itts, �;oagtc��t Foe�i�is arYel �otic�I�i�cis of�tfi� �c�aji�a�;t
�. I�ivi�ion i � Gs�Ycral I��quir�a���nts
PRI�E ANI? 1'AXM�:NT PROCEI?URES
A. Measurement and I�ayn�ant
1. Installatio� c�f Trai�ic �orifirol Davices
a. Meas��reme�lt
1) Measurement for Traffic Control Devices sh.all be per month for the Pxoject
clur'ation.
a) A month is defined as 30 calendar days.
b. Paymant
1) The work performed and materials furnished in accordance with this Item
ar�d measured as provided under "Measuremant" shall be paid %r at the
unit price bid for "T�•affic Control".
c. The �i�ice bid shall include;
1) Traffic Contc�ol impl�mentation
2) I��stallafiion
3) MaintEnance
4) Adjustments
5) Replacements
6) Itemoval
�. Po�kal�le M��sa�� �ig�ls
�. M��sur�r�-��nfi
1) Measut•ement for this Item shali be per week for the duration of us�.
b, l�ayme��t
1) The work performed and materials fui�nished in accordance to this Item and
measur�d as provided und�r "Measurement" shall be paid for at tbe unit
price bid per weak for "Poi�table Message Sign" rental,
c. The price bid shall include:
1) Deliv�iy of Pot�table Message Sign to Site
2) Message updating
3) Sign movement throughout construction
4) Return of the Portable Message Sign post-construction
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS 02132
Revisad July 1, 2011
34 71 13 - 2
TRAFFIC CONTROL
P1ge 2 of 5
1
2
3
4
5
6
7
8
9
10
lz
12
13
3. Prepacation of T►•affic Control Pla�� Details
�. Measu�°�i��ent
1) Measui•ement for this Item is per each Ti•aff"tc Conti•ol Det�til prepaced.
b. Payment
1) The work performed a�id materials fitrnished iu accordance with this Iiein
shall be paid for at the unit price bid per each "Trafi7c Control Detail"
prepaeed.
c, The price bid shall include:
1) Preparing the Traffic Control P1ai7 Details
2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
(TMUTCD)
3) Obtaining the signature and seal of a(icensed Te:cas P�•ofessional Engineer
4) Incorporation of City comments
14 1.3 TtEF�I2�NCES
15 A. Reference Standards
16
17
18
19
20
21
z2
1. Reference standards cited in this Specification refei• to the current reference
standard published at the time of the latest revision date logged at the end of this
Speci�ication, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
Transportation, Standard Specifications for Construction and Maintanance of
Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIV� I2�QUIIt�MENTS
24
25
26
27
28
29
A. Coordination
1, Contact Traffic Services Division (817-392-7738) a minimmn of 48 hours prior to
implementing Traffic Control within 500 feet of a traffic signal,
B. Sequencing
1. Any deviations to the Traffic Control Plan included in the Drawings must be �rst
approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Provide the City with a current list of qualified flaggers before beginning flagging
32 activities, Use only flaggers on the qualified list.
33 B. Obtain a Street Use Permit from the Street Management Section of the Traffc
34 Engineering Division, 311 W. 10`�' Street, The Traffic Corltrol Plan (TCP) for the
3S Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
38 Engineer,
39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
40 Specifications. The Contractor will be responsible for having a licensed Texas
41 Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-]3)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
3471 13-3
"T'RAFF[C CONTROL
Page 3 of S
1 E. Contractor i•esponsible foi• llaving a licensed Texas Professional En�ineer sign a�ld seal
2 changes to the Ta�aitic Control Plan(s) developed by tl�e D�sign Engineer,
3 F. Design Enguieer will furnish standard details for Traffic Control.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT US�D]
9 1.11 FI�LD [SIT�) CONDITIONS [NOT USED]
10 1.12 WAI212ANTY [NOT USED]
11 PART 2 - PRODUCTS
12 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
13 2.2 ASSEMBLIES AND MATERIALS
14 A. Description
15 1. Regulatory Requirements
16 a. Provide Traffic Control Devices that conform to details shown on the
17 Drawings, the TMtJTCD, and TxDOT's Compliant Work Zone Traffic Control
18 Device List (CWZTCDL).
19 2. Materials
20 a. Traffic Control Devices must meet all reflectivity requirements included in the
21 TMUTCD and TxDOT Specifications — Item 502 at all times during
22 construction.
23 b. Electronic message boards shall be provided in accordance with the TMLJTCD.
24 2.3 ACCESSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL [NOT USED]
26 PART 3 - EXECUTION
27 3.1 EXAMINATION [NOT USED]
28 3.2 PREPARATION
29 A. Protection of In-Place Conditions
30 l. Protect existing traffic signal equipment.
31 3.3 INSTALLATION
32 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on
33 the Drawings and as directed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July l, 2011
34 71 13 - 4
"CRAPFIC CONTROL
Page 4 of 5
1 B, Install Traffic Coirtrol Devices straight and plwnb.
2 C, Do not mal<e changes to the location of any device or implement any other changes to
3 tl�e Ti•af�c Control Plan witliout the ap}�roval of the Eilgineer,
4 l. Minor adjustments to meet �eld constructability and visibility are allowed,
S D. Maiirtain Tcaf�c Control Devices by tal:iug corrective action as soon as possible.
6 l. Corractiv� aotion incluc�es but is ilot limited to clea�ling, r�placirlg, straightani�ig,
7 eoveri��;, or esmoving Devices.
8 2. Maintain the Devices such that t11ey are properly positioned, spaced, and legible,
9 and that retroreflective charactccistics mezt requirements during darkness and rain.
10 E. If the vlspector discovers that the Contractor llas failed to coinply with applicable fedei•al
11 and state laws (by failing to fui•nisli tlae necessaiy flagmen, wat•ning devices, barricades,
12 lights, signs, or othar precautionaiy measures for the protection of persons or property), the
13 Inspector may order such additional precautionaiy measures be taken to protect persons
14 and property.
I S F. Subject to the approval of the Inspector, porkions of this Project, which ai•e not affected by
16 or in eonflict with the proposed method of handling h•affic or utility adjustments, can be
17 constiucted during any phase.
18
19
20
21
22
23
G. Barricades and signs shall be placed in such a mannei• as to not interfere with the sight
distance of driver•s entei•ing tlie highway fi�om driveways or side streets,
H. To facilitate shifting, barricades and signs used in (ane closures or traf�c staging may
be �rected and mounted on poi�table suppoi�ts.
1. The suppo��t design is subject to the approval of the Engineer.
I. Lane closures shall be in accordance with the approved Traffic Control Plans.
24 J. If at any time the existing h�affic signals bacome inoperable as a result of construction
25 o�arations, the Contractor shall provide portable stop signs wit}� 2 orange tlags, as
26 approved by the Engineer, to be used for Traffic Control.
27
28
29
30
31
32
33
34
35
36
37
38
39
IC. Flaggers
1. Pi•ovide a Contractor representative who has been certified as a flagging insh�uctor
through couises offered by the Texas Engineering Extension Seivice, the American
Traffic Safety Services Association, the National Safety Council, or other approved
oi•ganizations.
a. Provide the certificate indicating course completion when requested.
b, This representative is responsible foi• ti•aining and assuring that all flaggers are
qualified to perform flagging duties,
2. A qualified flagger must be independently certified by 1 of the o�ganizations listed
above or trained by the Contractor's certified flagging instructor,
3. Flaggers must be courteous and able to effectively communicate with the public.
4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
and follow the flagging procedures set forth in the TMUTCD.
40 5. Provide and maintain flaggers at such points and for such periods of time as may be
41 required to provide for the safety and convenience of public travel and Contractor's
42 personnel, and as shown on the Drawings or as directed by the Engineer.
43 a, These flaggers shall be located at each end of the lane closure.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
34 7l 13 - 5
TRAFFIC CONTROL
Page 5 of 5
1 L, Removal
2 1. Upon completion of Worlc, remova from the Site all barricades, signs, cones, lights
3 and other Traffic Control Devices used for woric-zo�le traffc handling i» a timely
4 manner, unless otherwise shown on the Drawings.
5 3.4 ItEPAIR / It�STORATION [NOT USED]
6 3.5 R�-INSTALLATION [NOT USED]
7 3,6 FIELD [oa] SITE QUALTTY CONTROL [NOT USED]
8 3.'7 SYSTEM STARTUP [NOT USED)
9 3.8 ADJUSTING [NOT USED]
10 3.9 CLEANTNG [NOT US�D]
11 3.10 CLOS�OUT ACTIVITIES [NOT USED]
12 3.11 PROTECTION [NOT USED)
13 3.12 MAINTENANCE [NOT US�D]
14 3.13 ATTACHMENTS [NOT USED)
15 �ND OF SECTION
16
17
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised July 1, 2011
99 99 00 - 1
SPL-'CIAL TECHNICAL SP�CIFICf\T[ONS
Page 1 of 1
99�9.OQ01 N�ISC�;�,%.AN�QU� eC1P�t�TRUC"'�'TON - CON't'INf�I�NC;Y A�C:OUN`I'
Contingency Account shall consist of miscellaneous construction and other
nc�n-�ubsidiary it�ms req�ue�teci %r collstructioi� l�y tl�e C:ity of I=�ort �Voi°lh
and at the dir�ction of the Project Engir��er. The payinent �o t11e Contrac�or
for nliscellaneous constructioi� shall be the actual cost of the wot°lc plus 10%
to cover the cost of overhead incurred by the Contractol in handling the
consh�uction.
SPECIAL TECHNICAL SPECIFICATIONS
13)
March 6, 2013
HMAC SURFACE OVERLAY (2013-
City Project No. 02I32
ProJect N�m�: NMAC Suriac• Overlay ( �
DOIE Project Mumbe�:
14��p�co Location:
• � -� .
. -
,
�_ . � �
� ._ , .
� . - - . _. a
.
-,
� � � .
-� .
As part of the City of Fort Worth's Street Maintenance Program,
has been contracted to repair your street. During the maintenance woric, there wiil be a
brief time that you may not have access to your residence or business. On the days
specified below, vehicies can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concern to your satisfaction, you may also contact
City of Fort Worth Inspector at � Monday-
Friday between 7:30 a.m. and 4;30 p.m.
After 4:30 p.m. and on weekends, call (817) 392-8100.
Block 3tre�t Pro)�ct Exp�ct�d Constniction Dat�s
Llmits Nam� Limib Wsath�r Pa ��
1100 to 1200 Brown Street Yates Avenue to Keller Spring� Parkway From 8-20-08 to 7-4-08
Nombr d�0 Proy�cto: H11��C Su�co av��lay 1 1
Num ro d�l Proy cto DOE:
Ubic�cibn f�ap co:
. . � �� R - • ��i �. :
Coma pa�te del Programa de Mantenimiento de las Calles de la Ciudad de Fo�t Worth,
ha sido contratado �para reparar su calie. Durante este
trabaJo de ma�tenimiento, habr3 un tiempo breve en que no tenga acceso a su hogar o
negocio. En los dla� especiflcados abajo, vehtculos no deben estacionarse el la calie.
rambi�n, por tavor apague su sistema de regar el c�sped cerca de la calie.
Si tiene alguna pregunta o concieme, por tavor Ilame al contratista al
Si no resuelve su concieme a su satfstaccibn� puede tambi�� Ilamar a la Oflcfina de
Inspeccibn de la C(udad de Fort Worth al � de lune� a
viemes entre las 7:30 a.m. y 4:30 p.m. .
DespuB� de las 4:30 p.m. o en los Iines de semena Ilame ai (817) 392-8100.
Llmlt�s Nombrs Limk�s F�ch�� d� Construccl6n
D� 91oau�� d� Calt� D� Prov�cto p�r,,,�d�,� �■,,,�„ � r.,�„u
1100 a 1200 Brown Street Yates Avenu� a Keller Spri�gs Parkway Ds &ZO-4e a 7-�-0e
�i: . � �
�
. .
- - � _�'
4�_���
� - 4, _ �,.
� �
4 �"
�
6 �"
1
�,�
� �... �.
� 3"
3'� .� Pro'ect Titie� „
3"� 2 LINE �,
r wecMawrr 3 ��
� �"L—____ Contractor: �„
2�"�Contractor's Name�
,�,.
��;;� eduled Yea piet�on Date �„
1 �J ��
�
� FONTS:
; FORT WORTH lOGO = CHELTINGHAM BOLp
ALL OTHER LEITERIN(3 = ARIAI BOLD
I
lOGO COLOR3:
FORT WORTH � PMS 288
LONGNORN lOGO - PMS 197
LETTERIN(3. pMg 2gg PRO,;EC T DESiGNA TION S�CN
BACKGROUNO • WHIT'E �I1v ;F f�R1 NORTH—
80ROER • BIUE CCNS iRUC TICN S'4NQAR�
����+G yp J�'[ 9-1�J1
P��,«r s9� a� �ns�zooe z.a os PM
Vi
�
UG
1�J
G
�
O
O
n �
� a �+
� � Gg
,F, � b
� � d $
� A
� ���
F b�
N �
0
� � � O �
:�`�
�s��W
��ma�
� S z � � � �
_
� < � � � ,
� = b � ■ a
Y � ` `
� Q s � h
'� � 5 � � '�
S k y o 0�'
�
a � � � � p� �
t Y Q <
() � € 2y � � O
� p m R 2
o ? � � a a b
Qabo
� W U �2 U
�
Z.� ry �1 • h d
��
���
p �g
�#R
���
� d�
����y�g
~ MV
�����
8m
�i
K�
�o
��
�' � .
�§�
� �'�
N �
� �
M �
� �
O �
0 �
W N
� P
W N
� M
� J ^
Q `J
�
�' = Z
L3.
o a U
�aw
�- _ v�
z
�
�ow
� � �
U � N
x
0
`?✓
�
^
.,
�
�� �
iV #
yU
�2
�N
3�
2�
� S�
�
� �
�go F
<
<�*N
�mn �$��,.�
ai� �z�
��� z?�
s�
��
,
o�
���
0
��
_���
� `
# F
� � � �
� � � �
� Y'' z �
����
���o�
�_� �
�����
� _
_��.�:
o5e�'�
��i
�
B y�F
����
�
¢��
q��i
� �
� ��8
g �
O �a0f
g r
� �
:
��
�
�
m
R
�Z
tl�
�A
ih�
a�,
��
i�
c
g�
� �
�
�8 6
�r <��
��� �g�
. ��o �_�
�F� =z�
J
� F
UW
��w
��n
m
i
�
f
� x
�
�
� �
� �
F �
� �
� �
�
� O
\ �'
� o
� � �
� � 4
� � �
_ � N
� ��
—,�, ��
- (�—�����\�. �—
( �—� � � �� �`.�` � .
_���_�� �-�`��`..`��.,�. .
� �_� � ( ,.�-_�`..` o �
• � • ::4q,•,, �N ..
�,+j�.,i. ,�.��,.�r� •..; "• � .Cf �
+� ..r'. , �•� � .��: � . lJ
� •O . .
"
h� � � � � -
������ o
NOLL03S � �' .' . . � �
lV�ldl.1 H3d `. �.;.. . , ,
BNRJ L MO , � :QQ : '
.9 � � �. • .
. ��" ''f.':, �' n , �
:, ;' .
' `' o `
�� `' ';� ,'�.
�� . t - o
ff� ;; � a� ,
•::- . .. .
.:.`.. . Q .
z'• ' ��: o .
_ ,�.. �.
� ',;.'� _;.� �. . o0
��� �• :�• � I
� � �
�
��F
�
� a
���
��
ay�ag
� ��[ N
W < 1�1
<FU
�i�
��<
N
���
� W
��U
^
3�
�a�
����
��
��b��
�r
�;
�
�
���
���
� k
m ?
�
UZ �
�� i
� (
� �
P� Y E
�, � ;
�~ �
��i� �
W r '
�,.I yZ� t
<O �
>01 i
Z
�W E
g� �
0
>� !
� � .
U �
1
;
;
i
e
C
S
1
�
e
1
j
;
i�
fU
J
NOTES TO DE51CNEf�
i. DETAIL DEf1NE5 PAY UlAITS � NMAC iRAN5t110P1 SUBSIDURY TO TNE CONCRETE VALLEY CIJTTE1t CONSTRUCT10t1.
/
/
/
�2�� HW�C (
TRNJSI110N
° o�w s°N A / P�e sfcnor� ocaiwsa+
� az �z ie � �aNrs
� � PER
J2 13 13-Db1J \ 32 13 iJ-D813
U
� — .� / _� .� � — — — \ �i
� �
A � � i s� No� �
9' HMAC / /
1ftAN51T10N
P� ��n� NTERSECIING VALLEY
32 12 10
/ - - - - - - -
PLAN VIEW
9. 9'
N SEE 4 /4 BARS O �' MAX OR AS DIRECTED BY N� 4
1B' O.C.B.W. THE ENCINEER
� . y . • � . , 1 ' . . . - . ! : ': � �
. ;�': �'ti.•..
i' ,•�1. .`, `
— e'-o' ►�iN. _ — — — --I
COMPACTED RESIOENTAI SiFtEETS)
SUBGRAOE �
(SEE NOTE 2)
SECTION A-A
a�
i, h1E 7' REINFORCED CONCRETE VAUEY StIALL REPLACE THE TOP 'r OF TNE PA4E?AENT YATN THE REMAININO
PORiION OF PAVEAl1ENT TO 8E CONSTRUCTED INCIUDING SUBCRAOE TREATIAE?IT, IN ACCORDANCE MATH THE TYRCAL
PAVINO SECTION.
2, e' F1Df BASE, TYPE h C�-1 OR YATCFI THE PREPAREO SUBGRAOE REWIRQtEN15 FOq THE PA�EIAENT SECTION.
TYPE 0 OFt TYPE B ASPHAL? OR PREPARED SUBCRADE IIAY BE USEQ.
3. PAY UINTS FR011 EXPANSiON JOINT TO D(P/W90N JOINT.
4. 9' ANO 24� HYAC TRAN9TtOM SU83101MY TO CONCM7L VAIliY fdJTTER. QTY MAY APPROK AD01710NAL MMAC
1R/W9710l1 BEYONO TH[Sf UMT3 UPIdFJ! SEPMAiE PAY ITOI FOR H4AC 1FtAN31110N PER SECTION 32 12 10.
S. GUTIER TO BE SHAPED TO COIiQRM `MTN CONCAETE VAt1.EY (OR PAVD/ENI�.
F�R7,�OR7,� cirr oF Foar w�oR�rti, TExas REVISED: 0�31-2012
CONCRETE VALLEY GUTTER 32 16 13-D530
��o
8���
�
�����
���gx �
����� %
����6 1
� T
b
•
�a
�
�,
a
� �
� �
�
. � �
� � i
!
� ; 1
� � �
$ � �
�,
���W�
��N �
k
�
•. � �
� � --rr�
�� �
��a �
��� T
��� �� �
��� x� N
�:�� �
x��� ��
s�
�� �� �
b�, 5�, a
6� � cr�U sn a� �3�
_.�I�
k �
1 ' ��
N
� � ---� �y � ���
S � ' ���
� � �g�
E
�� �
� 3 �
Q �
1 F � i
. � � a
I � � a
� � � �
� � � �
I d d o
��
�� o
�,8� z
�.�; �'
o �
�
a �
��� �
4�� a
€V ���
$d
A�
i�
��
��
�� �
�¢� �
Q z
—� �
�' �
� ��
Fa
� ��
� Z
a
���'� a
�w
am
\ �
16A
�'�� �
���
' � � �� ��
� ����
i
� �
� ��
'�
.!—.
.� n �
�iro3"
i�
1 �� �
�o
��� U
w
�
�
�
J
i
N
•— �
N �
� �
M
� �
O �%
�-
o �
� r
� N
� M
a
�w�
�
�
M���
J Q Z
=ao�y
~2'FiQ
�W�E-
o~c�=�
�
aWv
�
N
o�aa
��a
��a
z
0
V
a
�
a
0
S �> � • �
�� � �
��aq� o W�� W$s di�[ �
������ .^� �;� aa� z� a
� � < 2
���� � �d p
tl Q g F t' �H u
��� � �7� �a�� �� �
� ���� n� ��' ���� � k�
s ; ¢
��i��� �� 3d 4��� �� N
i�
„� .�� °�a� � �p o �
vo�»�i ;ad g �i a��� �� t�
� �
��Q��� �„8 ��� ���$ y<�
� �Qo bli� w<�� 8 k
�>�uy�Sy� ��� ; ' � �
��ZMo'I �}� ��� S�N� ��
������ ��� a�� ���� 49 �
- .� .� � a •
C�
z
0
z
�
J
3
w
0
IN
00000
00000
00000
00000
00000
I�AVNI 000ao�
Nviats3o3d aooQa
10 NOI1J3211 00000
00000
'NIW
„4Z
a
�
a
�
--�-
�3nval
NVIa1S303d
�o Nou�3aia
�
3
w
0
�
V
lai.
0..'
��
�Z
U Z
�
03
m
�
U
�
0
w
U
�
w
v
�
�
m N
�z
W Z
�
03
000aa
00000
0000a
00000
000ao
dwv00000
a �����
00000
ooaao
aoaoo
00000
\ 'NIW
„til
w
�
Q
� ,�
w
0
in �.,
a
F- �
a
: �
' � Z
z a
�
oa �
a
a Q
�
Q�
�
z
�
3
m
�
�
U
�
O
W
U
�
Q
• �
.
F
aZ
a
a
f/7 Z F- W VI � '�
�Wx �Ja� � ��WQ: lL Z U J O d
N~�'Ja Q Z�2'W �- F--F-�-�I- Z Z V) U 1�1N
OO�Na O� WNWm Ntn ��~� ?„ � Z U�0.
UN=�UZQQ = a�=WUl,1 W� ��'�K J � !n m d'Q
¢�>Q�'-�.O O �O(nWF- WO ZaU a Q J Z Z n.�
~t�.F-=�wZ ~ z��ow ce� tFa�� v a- 3 t- a�
��aZ��z a �.�zr-m�io� zz'.'� w � � ���
¢o��zz¢ -' �v� ajo�a ���� � w m �z
t=OZU(riQWFQ- Z Ot=i=ONt,..�Q> �-N-301¢i. Q C� Q m QW
c9FN�3xcn a �w� o�z3 �mZ¢ °' � _ � ��
���gm�� wW��W��''Qow� ���� Z m Z� a=
Q wW�wa Ww�Z�UmUWN �V=w il a a�cn
w3�v�-i�w'n mv�ia�a�W�v�m ��a� Q � m ¢ �z
J 2 Wli � WXZW�ZI--�, U��O U � � Z
m��c�o�m ~WmW¢m�oz— f--- � d N v c�cr
F�VIZQWF W� JZ� Jpa�� �pU�O�,�j ��U 't'� �W �Z?'
c��w�w°�
�°-���"�� ozxaWxo��° w�°'� �'� a � a`�`
w� c�Y�� oacnJowv'rn�¢� 3z� n�aw a� 3mJ'
—c�.-.'—�wtn oZ ���N`�"_�- ��¢ �Fo'- 2 r � wj ¢
ZW�W��¢ ¢�¢F�¢wwZo o�J����a � ¢ a�o
�'004-��> >��Zw�Wm�� v~iawa'�aQo � � v�o
���c=n�c�ic����c��Wc���3aw�o���z��Y�� Z ��o
�� �zz��-Wz�n�za �ZWF- 3wwaw�zv � � z
�ZE"Zy�d-'����W2K�UQ}V' �~��Oln�� -� 3 oa�
��N��oa��WaaoawQv�ww�cr�� ow�� w�F--o`�
a��3�pWa�F-WOJWJNWMLO�dOOO�Q��W �zo���
��-i- JmpWWmZ mm OO� I d�O(nLY�J WF-
Q-'NVIW��I-a-~�mF-a-��I-4-�2=V��Naln-�pa�¢(�j F-�OmZz
m�WQ��UR-ZQUVdUUZZ Vlt_F-C���IL�Q�ifa-ZOTaJ3
� c�-�a '�-'�''c�wk'W�`�'w���W�-a?>zw'k-' wao
�.�i�oa¢a�o3amoo�o�3�ao���a���._ c�i r�i �v=iv=i
0
Z.-= N M d� � c0 1� 00 a0 00 a0 �
0
U w Q
� J � Z
m
Z °� Q V � F
�W V-� W^ Z(n
�- J � W Vl
30 �o ao� ��p
�� m� _ �O� Q�Q
�Z �� �i�lll ��Zv�W
j� � � _ � O
W� —I" �UZ a,M�
�� I(�T ��� �Z�
O U
�W Q��
m2 vNl(nN
�a U�U
a I
3
>
— — — — � Z
��
�
._
� �: ' i
w �
� cn ,
ao �
��
zo �
Z� U
O
3Z � ¢
�_ � �
¢� w aw ¢�
v� m ��
Q ¢m
w� a a� w^
o � � m c� Q
� � � ��
N
O
N
M
i
�
O
�
Li.�
�
�
W
�
�
w
F-
_
�
�
�
�
LL
�
�
F
U
Y
�
�
V
i.i.
A
..,
Z
�
�
J
Q
�""
U
W
�"�
W
❑
�
�
a
O
N
�(n O � pt/I �Z
W � W p � � M
o� Q�..�3 W�-- ��Z o Zw
o� �Qa�rio� ��W W���
JF-' Z� UF Q a}-�V W
Q W J Q Q�OOK Qf�/1?� F�N h
�� �'���naa zwaZ �3wvWi
i,�.Z �����w3 tai��¢�� Z�a�
W{--�IyJ a NJ(FjK W Z� Z W K JZ�Vj
Z��m3. a��� ao I v°'i �Qa�c�
=�a c�o�W �� �<nr�ii+a � av�z
Z �Z f-��W �W (nV1K� In�
5���� ��5a=�Y3��„�'1. ������
�a�¢�? �a�a�i��a�oo���'r�
O
Z .= (V 1'I d� t!')
�
�.1..�
%
�
U
�
�
�.1�
�
W
J
L�.
�
�
Q_
�
U
W
�
Z
_
�
O
�
W
Q
�
�
��
o �-
Y W �� ����.�i�i.�`/:\�/
Z¢ �...�.
� (� '{.,Y�, r:.�.. . \/� _
. : •�:. :: ,' ; ' .; ;. .
t � , � . _ . , . . . ',�
:
� MfnO � J�
\�� W+�1�0 QZ
��� ��Ja� �¢
\'�¢ �ZJ� ��
� �
:� x� ���d ��
� \ ac� www oa
� � mom xZ
� �J Q
U J S
W �4. O \ � Q=(n �
� H � \ � N �
�
dw� \ �Z
(� Z \ � O
�20
W �
J W O � \ �
� � � `\ �
�J..� �
� _ ;y,', a\ • �'i �.
� �:. +� •:ir'�' .�:
�\.
� QJ� .� '.. , i`• y.: ," �
W � Q . � . . . ,v �. . /
� � Z W ��/� �� � �� Y �� �
gao
J �
J�W�� waW�
�1 t-�� Z Z � mJaQ
� V�6 �M�'J' 2��Wt�O
� O�o 1-� NW��OF-
UW� �¢Z Op_'O��
� �J� ���a�� m�
��-3 a a�¢� ��
Q� o o�o a¢
mW W W W J ' � �
O� O J 0 O
� ���o�� ��
���Q�� �Z
�OQ
Oa�
.�t,,� .��'. 1 ? W O
:i .
:,� -
' �.1" . . v.�.
- r.
�.
'�r ` .�',,� .
� �+' O� �`,i .
�.' .
r' O
, � �. � .
�' _
,` , . .. . . . . . � � ,
_ • .. . . %
O
m
�
Z
�
J
%,
%
EXISTING HMAC
PAVEMENT
SUBGRADE � �V
ACCEPTABLE BACKFIIL
OR AS REOUIRED BY
DRAWINGS PER SECTION
33 OS 10
PLAN VIEW PROPOSED HMAC
PAVEMENT REPAfR
SECTION VIEW
EXISTING HMAC -�
PAVEMENT
PAVEMENT REPAIR PER
% ASPHALT PAVEMENT
/TRENCH REPAIR DETAILS
AS INDICATED IN THE
MANHULt UN VAVLI
PER DRAWINGS
NOTES:
1. THIS DETAIL TO BE USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COM8INATION W1TH PROPOSED MANHOIE
OR VAULTIN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHAIL
BE NO LESS THAN 2" THICK, AND SHALL
NOT EXCEED 12" IN TOTAI HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALI BE ALIOWED.
3. MEASUREMENTS ARE TYPICAI FOR AlL
SIDES OF MANHOLE/VAU�T LID
ASSEMBIY.
FORT WORT CITY OF FORT WORTH, TEXAS RIEVISED: 08-31-2012
MANHOLE LID ASSEMBLY - EXISTING HMAC '
PAVEMENT (FLAT TOP) 33 05 13-D011
oa
�o
<a
��
oa
>a
>_
�a
m;
aR
o �n
wa
z4
�al
�
��
��
�w
�a
wa
ow
'..VI
8
U
M,
w w
� a
o�
0
i`
a
.� p �
4Q
LL p�
� �
a �
o# _�
� �<
�� �0
rca
�o
i
�
f � �
m
a
4
a
a
0
x � 4 �
%VYI .f Ol NIYI ,l „01
t' �
Z Q
ZJU
Z
Z
CQ�G
w��'a
�Q��
ei o I "
� '` -
ao ;`� i �,I..,: �_'�I;, �I L�'�: �
n �� � 1 �`,.
a Q � '�i��
5 _
a O
'^ N —
a
W
�
�
� i
.� �
~ � �
c W
Z� ¢ u u n a0
Q U �' o d � � ,2
Z � oi��
d O �' �° o 0
U u Q O ^� Ui,o M1y 9
� rt Q m a i
U m ry�'o
� � � � ._� m k"_
oa � � ',i�i � o�o
�� ,,i� a-sm, u�m
LL W �. VI . - N
� Q (i
�n V � $p' �r
u'
iSh �
amj 3� NIY1,Z1
��a N 531WA
�o�
io
Qu�
-�i
na�
i}�__
��'u �
m
'° u
ia
OY
n�
3
w
>
Z
O
H
U
N
i
a
rc
�
�
�
LI �
�OZ
F � ��W
� o .� 8 �'m
S f
� ~ 1
� Z
u O $
O � N
' Nu ll m
b O 3 u� .il in
m ZQ Y ry 'a7 m m
a 3 i ,;
X o �o
Nm .si
S3iNtlA
1
�, --�
rc
u
<
m
U V
O
OY
� N
N �
�
�
U
� ~
H
> z
w
z �
oa
F �
U Q
(n y
Q
3
fN
o�
UQZ
<�o
UNm
�
�
3 Q
s°
z a
� z
W
H
�
�
l; �'v ��
N
Q<w
0
� Um� e
�
_/ m#
Z J
g 'o
'.;� a 3 Y �
; �_ _'1 �m ' Q
Sry m , Z 3
O
; _—' �0 1— �
o U �
� �
1
� �
i ` j,
� \
� `, � �
� �; m
N�ry .a � �
�� s3iavn � o
� ry
� �O
�a
Al'pENDIX
GG4.01 Availability of Lands: N/A
GC-4.02 Subsurface and Physical Conditions: Under Soil Lab / Test Reports in Buzzsaw
GC-4.04 Underground Facilities: N/A
GC-4.06 Hazardous Enviro�unental Condition at Site: N/A
GC-6.06.D Minority and Women Owned Business Enterprise Compliance; Included
GC-6.07 Wage Rates: Included
GC-6.09 Permits and Utilities; N/A
GC-6.24 Nondiscrimination: "None"
GR-01 60 00 Product Requirements: N/A
SP-01 Special Provisions: Included
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-13)
02132
�
�TTY OF FpF2'I' WOR�I'H
T/PW
SOIL LAB aERVICES
LABORATORX RESULTS FOR
TE�T HpLE AND PLAa'I'ICI'�'Y �NDEX
Project; HMAC 2013-13
�roj ect#� 0213 2
DOE No: 7074
�'und Code : 03
Cantractor:
HOLE # 1
LOCATION:IQO'S of W Tucker St
5.00" HMAC
6.00" Concrete (6044.0 PST)
5.00" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI:
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
HOLE $# 2
Henderson St
E/4
SHRKG:.Oo
LOCATION:50'S of W Petersmith St W/4
5.75" HMAC
7.00" Concrete (2244.0 PSI)
3.25" Wood
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.O%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #$/CFT
HOLE # 3
LOCATION: 418 S Henderson St E/4
5.00" HMAC
6.25" Concrete (2606.0 PSI)
4.75" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE $# 4
LOCATION: 321 S Henderson St W/4
4.00" HMAC
6.75" Concrete (4850.0 PSI)
5.25" WOOD
ATTERBURG LIMITS: LL: PL; PI:
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
HOLE $# 5
LOCATION: Intersecton of Dagge
4.00" HMAC
SHRKG:.Oo
tt Ave E/4
2
6.00" Concrete (5357.0 PSI)
6.00" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:,OQ
MUNSELL COLOR CHART: 10 Yx',
UNIT W�TGHT: N/A #/CFT
HOLE $$ 6
LOCATION: Intersection of Daggett Ave W/�
6.00" HMAC
6.00° Concre�e (558�.0 PSI)
4.00" Lt Brown S�andy Clay
ATT�R�URG LTM�'I'S : LL : PL : PI ; SHRICG 0 a
MUNSELL �OLOR CHART: 10 Yr.
UN:LT WETGHT: N/A #/C�'T
HOLE # 7
LOCATION: 329 S Henderson St E/4
4.25" HMAC
11.75" Concrete (2533.0 PSI)
1.00" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WETGHT; N/A $$/CFT
HOLE # 8
LOCATION: 418 S Henderson St W/4
5.50" HMAC
6.00" Concrete (5445.0 PSI)
4.50" Dark Brown Clay
ATTERBURG LZMITS: LL: PL: PI: SHRKG:.Oo
MTTNSELL COLOR CHART: 10 Yr.
UNTT WEIGHT: N/A #/CFT
HOLE # 9
LOCATION: 100'N of W Tucker St E/4
�.50" HMAC
2.5Q" Concrete (3620,0 PSI)
8.00" Dark Brown Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT : N/A $# / CFT
HOLE # 10
LOCATION; Intersection Pennsylvania Ave W/4
6.50" HMAC
9.50" Lt Brown Sandy Clay W/gravel
4.75" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE # 1 Henderson St
LOCATION:100'S of W Tucker St E/4
3
5.00" HMAC
6.00" ConCrete (6044.0 PSI)
5.00" Lt Brown Sandy Clay
ATTERBURG LTMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #$/CFT
HOLE # 1 S MAIN ST
LOCATTON: 40'N of Felks Gwozdz Pl E/4
4.00" HMAC
7.00" Concrete (5138,0 PSI)
' 5.00" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMTTS: LL: PL: PI: SHRKG:.Qo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $$/CFT
HOLE $# 2
LOCATION: 1400 S MAIN St C/4
6.00" HMAC
4.50" Concrete (4633.0 PSI)
5.50" Lt Brown Brown Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.O%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #$/CFT
HOLE # 3
LOCATION:50'S of Magnolia Ave W/4
5.00" HMAC
4.50" Lt Brown Sandy Clay w/gravel
6.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.O%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
HOLE # 1 E Magnolia Ave
LOCATION: 20'W of Bryan Ave N/4
3.00" HMAC
9.00" Lt Brown Sandy Clay W/gravel
4.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 1 W Magno 1 i a Ave
LOCATION: 155 W Magnolia Ave C/4
7.00" HMAC
8.00" Concrete (2850.0 PSI)
1.00" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNTT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 200 W Maqnolia Ave S/4
4
6.00" HMAC
8.00" Concrete (2850.0 PSI)
2.00" Lt Brown Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oa
MUNSELL COLOR CHART: 1.0 Yr.
UNIT WEIGHT : N/A $#/CFT
HOLE $# 3
LOCATION: 315 W Magnolia Ave N/4
6.00" HMAC
5.00" LT Brown Sandy Clay w/gravel
5.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT : N/A $#/CFT
HOLE ## 1 St Louis Ave
LOCATZON: 30' S of W Magr�olia A�ve E/4
' 5.00" HMAC
5.00" Lt Brown Sandy Clay W/gravel
6.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oa
MUNSELL COLOR CHART: 10 Yr,
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 200'S of W Magnolia Ave C/4
2.00" HMAC
8,75" Concrete (2734,0 PSI)
5.25" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 1 S MAIN ST
LOCATION: 40'N of Felks Gwozdz P1 E/4
4.00" HMAC
7.00" Concrete (5138.0 PSI)
5.00" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL; PL: PI: SHRKG:.Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
HOLE # 1 S MAIN ST
LOCATION: 40'N of Felks Gwozdz P1 E/4
4.00" HMAC
7.00" Concrete (5138.0 PSI)
5.00" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
9
(UNIT WEIGHT: N/A #/CFT
HOLE # 7
LOCATTON: 40'W of Miller Ave S/4
6.00" HMAC
6.00" Brown Sandy Clay W/roCks
4.00" Grayish Brown Sandy Clay
ATTERBURG LIMTTS: LL: PL: PI: SHRKG:.Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
HOLE $# 1 Childx�ess St
LOCATION: 3801 Childr�ss St N/4
3.00" HMAC
3.00" Brown Clay W/rocks
10.00" Reddish Brown Sandy Clay w/rocks
ATTERBURG LIMTTS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 3812 Childress St C/4
6.00" HMAC
5.00" Brown Sandy C1ay W/rock
5.00" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE $# 3
LOCATION: 3853 Childress St
6.00" HMAC
10.00" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE # 4
LOCATION: 3849 Childress St S/4
4.00" HMAC
10.00" Brown Sandy Clay W/roclt
2.00" Greenish Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE # 5
LOCATION: 4105 Childress St C/4
4.00" HMAC
8.00" 2:27 (743.0 PSI)
4.00" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART; 10 Yr.
UNIT WEIGHT: N/A #/CFT
�o
HOLE # 1 Erath St
LOCATION: 4'i37 Erath St E/4
6.00" HMAC
10.00" Brown Sandy Clay W/Rock
ATTERBURG LIMITS: LL; PL: PI: SHRTCG:.Oo
MUNSELL COLOR CH.ART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
HOLE #2
LOCATION: 4704 Erath S� C/4
4.50" HMAC
9.00" 2:27 (842.0 PST)
3.00" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PT; SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE $# 3
LOCATION: 4633 Erath St E/4
3.00" HMAC
6.00" Greyish Brown Sandy Clay W/rock
7.00" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $#/CFT
HOLE $#4
LOCATION: 4601 Erath St W/4
3.00" HMAC
13.00" Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 5
LOCATION:4513 Erath St C/4
10.50" HMAC
5.50" Dark Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE $# 6
LOCATION: 4501 Erath St E/4
4.00" HMAC
12.00" Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI; SHRKG;.Oa
MUNSELL COLOR CHART: l0 Yr,
UNIT WEIGHT; N/A ##/CFT
HOLE $# 7
LOCATION: 4423 Erath St W/4
�
3.00" HMAC
11.00" Dar)t Brown Sandy Clay W/rocks
2.00" Reddish Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRICG:.Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WET�HT: N/A $$/CFT
HOLE # 8
LOCATTON: 4400 Erath St E/4
4.00" HMAC
12.00" Reddish Brown Sandy Clay W/rock
ATTERBURG LTMITS: LL: PL: PT: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $$/CFT
HOLE # 1 W Magnolia
LOCATION: 40'E of Hemphill St S/4
7.00" HMAC
11.00�' Greyi�h Brown Sandy Clay W/rock
ATT�RBURG LTMITS: LL: PL: PI: SHRKG:.Oo
'MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE ## 2
LOCATION: 240'W of W Magnolia St N/4
8.00" HMAC
4.00" Stabilizer
4.00" Greenish Brown Sandy Clay W/rocks
ATTERBURG LTMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
L7NTT WEIGHT: N/A #/CFT
HOLE $#3
LOCATION: 20'W of May St S/4
5.00" HMAC
6.75" Concrete (4001.0 PSI)
5.25" black Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A $$/CFT
HOLE ## 1 Pennsyl.vania Ave
LOCATION: 40'E of 6th Ave S/4
3.50" HMAC
6.50" Concrete (4633.0 PST)
6.00" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT : N/A $# / CFT
HOLE # 2
LOCATION: 40'E of S Lake N/4
4.00" HMAC
12
7.00" Concrete (2136.0 PSI)
' 5.00" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 60'E of Henderson S/4
4.00" HMAC
4.50" Concrete (1701.0 PSI)
7.50" Brown Sandy Clay w/rocic
ATTERBURG LIMITS: LL: PL: PI; SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE $$ 4
LOCATION: 30'W of Fulton St N/4
3.00" HMAC
4.00" Concrete (2170.0 PSI)
3.00" Greyish Brown Sandy Clay w/rock
6.00" Dark Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE # 5
LOCATTON: 50'W of Alston S/4
5.00" HMAC
9.50" Concrete (5285.0 PSI)
1.50" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT : N/A ## / CFT
HOLE $# 6
LOCATION: 802 Pennsylvania Ave N/4
6.00" HMAC
6.50" Concrete (4850.0 PSI)
5.50" Greyish Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.O%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE $# 7
LOCATION: 50'W of Hemphill St S/4
7.00" HMAC
4.00" Concrete (SAMPLE BROKE)
5.00" Greyish Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PT: SHRKG:.Oo
MUNSELL COLOR CHART; 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 1 S MAIN St
LOCATION: 1500 S Main St E/4
13
7.50" HMAC
7.00" Concrete (4706.0 PSI)
6.00" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PT: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE $# 2
LOCATION: 200'N of 1500 S Main St W/4
6.00" HMAC
10.00" Concrete (2896. PSI)
ATTERBURG LIMITS: LL: PL; PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 3 —
LOCATTON: 40'S of Feliks Gwozdz
6.00" HMAC
5.00" Concrete (3241.0 PSI)
5.00" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:.Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WE2GHT: N/A #/CFT
Approval:
Routing;
Ryan Jeri
Date: 5/24/13 Superintendent
Requested by: Kristin Sugrim
Tested by: Soil Lab File
�� -�� TRANSPORIATION AND PUBUC WORKS f i' ;,';�.>'
x. ` BUS{�lES�ySU�F�ORT 1pIVISION ! s , ` '
. � � < ti ,. ,,,. � • ....-�t � �� i , �t,►�sna. . ,. { `'` �..�� '.,
J,�-+.+[i�.�.,,. � 1 �, : � � � ` � ; � � y,I .�
� � -,s F",��J.r,a1 � � ..�, � `� y��.� - ...1 ,s.j,�5.e(� . _ p��. "f-�w '"F ...c�
���.iir't;:�S?3r9l.iiy�wlt`'�tiJ1'aY•.'j�.�.'•`�4�'."S�4.n�!I,�`,`�fy4.3F.'f�•/1•�'.i,�'iR:Ji _ ___
MBE REQUIRED DOCUMENTATION RECEIPT
Official Date and Time
� � ���� � � �� �
Bid Date: � r a a"i-3
Project Name:
Project Manager:
Name:
Company:
Name:
Forms Submitted Bv
.-_..�_ .,__........, s...
ATTACHMENT 1A
Page 1 of 4
FORT WORTH City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
JLB Contracting, LLC
PROJECT NAME: MNV/DBE X NON-M/W/DBE
HMAC 2013-13 Mill & Overlay BID DATE
June 20, 2013
City's MBE Project Goal: Prime's MBE Project Utilization: PROJECT NUMBER
02132
18% 19.57%
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
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas. Denton. Johnson, Parker, and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 15t tier, a payment by a subcontractor to
its supplier is considered 2"d tier
� ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
� 1�
�
Certificativn 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.
�
FOFcT WORTH 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 MNVBE 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 M
Address e M W S W
Telephone/Fax r B e B B
E E E E
Atco Construction, Inc. 1 X Haul HMAC to $50,590
119 Conona Ct
Fort Worth, TX 76108
817-448-8007
817-448-8256
Cowboy Trucking
5812 Whispering Cedar
Drive
Dallas, TX 75236
JD's Trucking, LLC
5001 Brentwood Stair
Fort Worth, 76112
817-446-2060
817-446-1811
Zamora Construction
P. O. Box 10396
River Oaks,TX 76114
(817) 759-0063
(817) 864-7780
Southern Asphalt
3632 Lawnwood Street
Fort Worth, TX 76111
Dustrol Incorporated
2925 Hwy 114
Roanoke, Texas 76262
817-491-3603
817-491-2354
X
Haul milled
HMAC from
project for
Dustrol
1 X Haul raw
material to plant
site
11X
11
project
�
X
Sidewalk & Misc
Concrete
� Milling Sub
$19,661
$72,163
$161,834
Liquid Asphalt � $222,252
$51,725
ATTACHMENT1A
Page 3 of 4
. FoRT_�x
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MM/BEs.
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 � B B B W
E E E B
E
TXI 1 X Raw Aggregate $56,908
1341 West Mockingbird Supplier &
Lane Cement
Dallas, TX 75247-6913 Supplier
I, I
ATTACHMENT1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers $304,248
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $330,885
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $635,133
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/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in
debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed
explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail
explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements submitted with MBEs. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the transmission
of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating
on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not 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 ir�esponsible Offeror
and debarment from participating in City work for a period of time not less than one (1) year.
/� � .
Authorized Signature
President
Tltle
JLB Contracting, LLC
Company Name
PO Box 24131
Address
iJ Fort Worth, Texas 76124
City/State/Zip
L�
Sam Davis
Printed Signature
Contact NamelTitle (if different)
$17-261-2991 817-261-3044
Telephone andlor Fax
sdavis(�jl bcontracti ng.com
E-mail Address
June 27, 2013
Date
��EA`VY & T�ZG��VVA'S�' CONSTrZT1C.TIUN
PREVAiLTNG `�VAGE RATES 204�
Air Tool Operator �
A.�halt Paving Machine Operator �
Asphalt Raker T
A_spha]C Shoveler _
Batcliing Plant Wei�h�r ��
Broom or S�veeper Operator �
13ulldoze�• O��ralor ^
Carpentcr
Concrete Finisher, l'aving
CancreCe rinisher, Structures
Concrefe Paving Curbing Machit�e O�erator �
Concreke 1'avin� Finishing Macl�ine Operator
Concrete Aaving Jo3nt Sealer O_peraior
Concreta�aving Saw Operator �
�oncrete Paving Spreader Ope��ator
Concrete Rubber
Crane, Clamshell, Backhoe, Derricl., Dz•a�line, Shovel
Electrician
Flag�er
�'orm 13uilder/Setter, Str��ctures
�'arin Setter, paving & Curb
�oundation Drill Operator, Crawler Mounted
�oundation Drill O�erator,'T'ruck Mounted
�ront Bnd Loader Operator
Laborer, Cornmon
Laborer, Utility
Mechanic
Mi1Gng Machine Operator, Fine Grade
Mixer Operator
Motor Grader Operator, �'ine Grade ____
Motor Grader 0}�e�•aYar, Rougll
Oiler
Painter, Structures
Paveme�rt Markin� Machina OneraCor
Rein%rcing Steel Setker, Paving
Reinfarcing Steel Setter, Structure
Rolier Operator, Pne�imaiic, Self-Propelled
Roller C?perator, Stael Wheel, rlat Wheel/Tainping
Roller Otierator. Steel WheeI, Pla��t Mix Pavement
Servicer
Slip rarm Machine Opera�
Spreader Box Operator
Tractor Operator, Crawler
Tractor Operator, Pneuma
Truck Driver
Truck Driver
Truck Driver.
Truck Driv�r.
Welder
Work Zone
Float
n Axle, Semi-mrailer
:-Mix
Machine, Post Hole Dri]Ier
; Service�•
$10.06
�13.99
$12.78
$1 �.01
$ 8,80
$14.15
$ 9.88
$13,22
$I2,80
$12..85
$13.27
$12.00
$13.63
$12,50
$13.56
$14,50
$10.6t
$14.12
$18.12
� 8.43
$11.63
$11.83
$13,67
$16.30
$12.62
$ 9.18
�10.65
$16.97
$11.83
$11,58
$I S.2U
$1�,50
$Ia,98
$13.17
$10,04
$11.04
$14,86
$16.29
$11,07
$ t 0.92
$11.28
$11.42
$ i 2.32
$ I2.33
$10.92
$12, 60
$�2,91
$12.03
$14,93
$I1.47
$10.9]
$t 1,75
$12.08
$14,00
$13,57
� l 0.09
200$ PREV�ILING WAG� RAl`�S
CONSTRUCTION INl7USTRY
�l�I��;�Ei.� �'1tt�V����?l'+rS
���� i �f �
� �� 13 �0 —�c��3cr�t� I�►°P�eways: �o�ltcaclor s11a11 bacic�ill �i��und ll�e c�i�iv�way wiihi». t�v� (�)
worlci��g days iro��� �oui�in�; fih� driveway; i1'tl�a co�ltractor f'ails ta entrlpleit the �acls�ill �vitliia3 i�ive
� (5) woa�lcii3� ��ys, �$100 dollars liquidaY�d dar��k��a will be a�sessed ��r t�lc�cic ��r d€iy.
3� 13 �Q ��ie1����ll�s: �oiitraal�r sl�all k�acic�ll at�otuaei t11� �iciswal�c witl�.i�a tive (S) worlcin� d�y�
froi7� pou�ira� t}�e sidewallc; l� fi1�ie 4c�i��i°acYor fiails to �;o���l�te tl�e back�ill �vill�iia� ffiv� (�) workirl�
days, a$ l OQ c3nllai�s liquidated damage will be a5sess�a p�r blocl: psr day.
32 l� 20 — IZari�ps; �oati°ac�oi° sh�ll bae1f�11 �I�e ti�rk�aol�f�air ��Ai��� witl�ir� ��� (5) worldng day�
from r�ouri��g tl�e ratn}�; iithe cor�tr�tetor fails to eotj��let� tl�a baeklill witl�ia� �ve (�) worlcing d�ys, a
$l0U dollars liquidated darnage �vill be ass��sed p��� bla�lc �or day.
32 16 13 — Concrete Curb and Gutters: Gontractor shall back�ll behind tlle curt� within �ve (S)
w�rkin� days fror�� the day of corn�leting �tle curb and �ut�her, if the coiltractor fails to complete tlle
backfill within �iva (5) working days, a$100 dollars liquidated damage will be assessed per block per
day.
32 16 13 - Concrete Valley Gutters; Work shall be completed on each half within five (5) woa•lcing
days; if the contractor fails to complete the worlc on each half within five (5) wor]<ing days; a$100
dollars liquidated damage will be assessed per each half of thhe valley guttar per day.
02 41 15 - Pulverization: Shall be completed within 10 working days fi�om the day of completing
"�laY-work'° an ai�y str�et; if the coijtractor fails to complete the pulve��izatiQn within the 10 days, a
$100 dollars liquidated dainage 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 �f cotnplatiiqg "flat-worlc'° on any stre�t; if the eontraetor fails to cpm�lete the Wedge Milling /
Surface Milling within the 10 days, a$100 dollars liquidated damage will be assessed �er block per
day.
0� 41 15 — Speed �ushions; Shall b� complet�d within 10 working days fi�o�n the day of completing
the asphalt overlay on any street; if tha contraetor fails to i�stall the speed cushions within the 10
days, a$100 dollars liquidated damage will be assessed �er each par day.
33 05 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall
complete the adjustments within five (5) working days from the day of completing the asphalt
overlay on any street and the street shall be open to h•affic within 10 working days; if the contractor
HMAC SURPACE OVERLAY (2013-13)
02132
Page 2 of 2
fails to install the speed cushions within the 10 days, a$100 dolla�s liquidated damage will be
assessed per each appw-tenance per day.
32 17 23 — Painting Curb Addresses: : Painting shall be completed �vithin 10 wocicing days from the
day of completing the asphalt overlay on any street; if the cont�•actoi• fails to cornplete the �vorlc
within the 10 days, a$100 dollars liquidated damage will be assessed per blocic per day.
32 92 13 — Blocic Sod, Contractor shall complete the replacement within 10 worl<ing days from the
day of completing the asphalt overlay on any street; if the contractor• fails to complete the sodding
within the 10 days, a$100 dollars liquidated damage will be assessed per blocic per day,
32 12 16 - Asphalt Paving; Within five (5) wor]<ing days fi�om the day of completing the pavement
pulverization process, Poi�tland Cement shall be applied to the pulverized material. The cantractor
shall complete micro-cracl<ing, priming and overlaying of the modified street within five (5) working
days fi�om modification. Failure to complete this woi•k within the specified time, $l0U liquidated
damage will be assesses per day per blocl<.
HMAC SURFACE OVERLAY (2013-13)
02132
I>El�s� 1 s�l' �
����x���
ROADIiOND r N 1 SOIL �`1'AI3ILI� � I�
Deseription. Mix and compact Roadbond EN 1 add-mixture (or approved equal), cemei�t, water, ancl
su��;�°�da or k�a�� (witi�a o�� without asphalt co�lcrete pav��l7ent) in tl�o i°oaclw�y.
l�.oac�bc�t��1 �T�I l�a= u�a��=ov�d �c�ual i� ���lie�l to �u(���-aci� ot° k���� (w�il� or withoul a�pl�alfi ec����►°etc;
� ���v�a����r��) �oil� ir3 kl�� ��qadiv�.y f�r r��iuufi��ta o� ��err���abtlity, n�ois�ur•� suse���Ibili�� t� irt��jt�ov�
�tr•engCh anci stiffn��5. When applied as ati add�mixture with cem�nt, it will enl�ance th� etf�ciivaness
of the cet2�ent in order to i°educe th� ainount of c�n�ent r�c�uired to achieve a target st��ength and to
significantly redttce the arnount of ra�lective and block cracicing tl�at is cor�li�lonly associated with
cein�i�t tre�ied rr�ateri�l.
Z��t��=���i�; ��r���rtt. `P���; �, I�, i�►� II��t�iaa�� tl�at i����l� th� i°�f��.lit°�����r�fi� o�° i�iVI�'���OQ,
"Hyciz=aulic���r�c�rit," a� Ftr� ap�lication rat� c�f l.S�/o.
Vi�ater. Furr�ish watez� fz°e� of industrial waste at�d otller objectiori�ble r�aterial.
Mix Design. The Engineer will designate a cement/add-mi�tur� (IZoadbond EN 1 or approved equal)
cc�i�fi�nt Yhs�t will produe� a stabiliz�d ��ixfiut�� that rr�e�t� the st�°�ngtH r��uir�i�ent shown otg t13e plar�5.
The Engineer will determinc the compressive strength of the proposed materials in accordanc;e with
Tex-120-E, Part I. The mix will not include �r�ore than SO% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0,0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
info(cr�,roadbor�dsoil,com.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
contaixi�rs u�►til iinrnediat� distribution on the road. Materials inust ba stoz•ed ii1 cov�red stora�;e that
i� we11 venfiilat�d with adequate protection frorn theft, flooding or damage, If storage bins are used,
th�y are to be cor�pletely enclosed. Insure that the rna�nufacturer's safe handling and mixing
instructions are %Ilow�d without �xception.
i Application of RoadbQnd �N 1/Cement. Uniformly place cet�ent dry or as a slurty. Unitormly
distribui� I�oadbor�d �N 1 diluted wit� watier at the rate of 200 gallons of water to 1 gallot� of
conc�ntrated product with the water truck, Apply Roadbond EN 1/cement only oij ai� area where the
mixing, compactin�, and finishing operations can ba 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
arti�cial 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 raadway with dilutad add-mixture
(Roadbond EN 1 or approv�d equal) until the desired quantity of diluted add-mixtur� (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 (2013-13)
02132
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 E�lgineer, cause
blowing cement to become clan�erous to tr�ffe or objectionable to adjacent property owners.
Slur►y Placing. Sprinlcle the prepared roadway with diluted add-mixture (Roadbond EN 1 or
approved equal) uniforinly by mal<ing successive passes ovec a measured section of tlie i•oadway
until the desired quantity of diluted add-mixture (Roadbond �N 1 or approved equzl) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting t11e
amount of water in order to aceount for the tnoisture placed on the roadway with the add-mixtur�
Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce slurry
fi•ee of objectionable materials and with a consistency that can be easily applied. Agitate tha sh�rry
continuously, Apply slurry within 2 hours of adding water and not longe�• than 30 minutes aftec
placem�nt of the add-mixture (Roadbond CN 1 or appcoved equal), and when the roadway is at a
inoisture content drier than optimum. Dispense and spread sluriy uniformly by inal<ing suecessive
passes over a meastu�ed section of tl�e roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the material, add-mixture (Roadbond EN 1 ot• approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinlcle the treated
materials during the mixing operation, as directed, to maintain optimum mixing moisture. Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non-slalcing
aggregates retained on a 3/4-in. sieve. The remainder of the mixtur� i�nust meat the pulverization
requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the
plans or approved by the engineer, the pulverization requirement may be waived when the matei•ial
contains a substantial amount of aggregate.
Com�aetion. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans. Complete compaction within 2 hours after the application of the add-mixture
Roadbond EN 1 or approved equal/cement.
Sprinkle the treated material in accordance with Item 204, "Sprinlcling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-120-E, Part II. Determine the moisture content of tha 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 th�
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct
irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and �•e-compacting.
HMAC SURFACE OVERLAY (2013-13)
02132
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 'l,est
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II, Remove anci
replace material that does not meet density rec�uirements. Co�npact and test replacement material in
accordance with density control methods.
The �ngineer may accept the section if no more than 1 of the 5 most recent density tests is below tl�e
specitied density and the P�ilir�g test is no �nore than 3 lb. p�c cubic foot below the speci�ed density.
Finishing. Immediately after completing compaction, clip, skin, or tight-blade the surface of the add-
mixture (Raadborld EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximate(y 1/4 in. Remove loosenad material and dispose of at an a�proved
location, Roll the clipped suriace imn�ediately with a pneu�natic tire roller until a si�ooth sui•face is
�ttain�d. Add si�lall inei°ements of water as needed during rolling. Shape and n�aintain the eourse at�d
surFace in eonformity with the typical sections, lines and grades shown on tlae plans or as direct�d, Ir�
areas where surfacing is to be plaoed, trim grade deviations greater than 1/4 in. in cross section and
1/� in, in 16 ft. measured longitudi�ally for the entire widfih of the cross-section. Remove axcess
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 sprinlcling or by applying an asphalt material at the rate of O.OS 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 ta complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section ta
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
�roducts, finishing, mixing, equipinent, curing, hauling, disposal, and all incidentals to this item.
HMAC SURFACE OVERLAY (2013-13)
02132
���1iU���
1�nIN l'ING I-IQ(JS� �:I�RI3 f1 UI�It�:�S
1��a�t� 1 Qi� 1
��Is��as� l.i�►xi �Ir�� �� � l�t�i��ting I�au��� ��a��U Acici���s�:
`I�11is it�ri� sl�all iriclud� �aiaiting oi' liouse �ddresses Q�� etu�b or cii�ivow�y rlcjiu��s thal' �ce reiriovt�l
aizci re�l�e�d in tl�is corii��zc�t
� AII rr�a�tcrials s}r�ll l�e o�re�ent �roduaC, and suitable �'or it�� intanded �ur�aas�.
� S��a�f�G� ���x�aparatioal and applic�tion s11a11 bE in st��ict conl�lianct witl� n��uu�'acture7�'s
i'peQngii��t�cisrtic�il�.
� ``P(1� �aia�t sllail ���t' k�� a�plied; if �ly� a�4w concrate curb ad� agec� fes� tha�� a���inii�ui�1 of` 28
days, a��d it'w�atl���° eot�dition may harm or da�nage tl�� �nish surf�tce,
� The l��ol<gi°ound }�ai��t sllall be �qual lo or ox���c� #516p White Late� Sr��i�aing �aai►��
mai�ufa�:tur�c! �y T�wal l�aint oY appi•�v��! equal.
q The letr�rs paint shall be equal to ot• exceed #6306 Blacic Latex Exterioc paint manufactu��ed Uy
Kwal Paint or a��i•oved equal.
° The minimutn size %r xhe background shall be 6" l�igh x l 6" long, and the minimum size for the
l�tters shall be 4" l�igl�,
The unit price bid per each will be full compensation for all labor, material, tools, and incidentals
neeessaiy to complate tha work.
Contractor shall complete the painting of house curb addresses within ten (l0) worl<ing days fi•om the day of
completi,ng the I�MAC ove�'lay on aiiy street. I�'contractor fails to complete the wor!< within ten (] 0) working
days, $100 dollars liquidated damage will be assessed per blocic pec day,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02132
Revised May 22, 2013
i�
Plantinpor�hc+r �: DEiECiA�LE !!lIARNINGS
� TYPE G no�-walkkiG surtace Ftarnp Lkr�ts i - Il�rtdingl
I l ( naroqon�noi otP�i ' GENEF2AL PJOTES FOR DET�CTABLE WARNIMGS �
I TYPE A pro�caee �� ! ON SIQEWALK RloFAPS (CURB RAAAPS) ��� I t�el�teW(e w�ming
�.�..�w 4, ; t. Curb r�mp�s muat coe�tain a detectabda weming � td�t conslsts ai �iaed trurx�b0d dom�s oom�lyirq with , �' rvn a r'Ib� �
� I'��,� i �� ��� g.9X --' `� i &adion 4.29 ot tt� Texas bility Star�rds (TAS). Ttre wrf�oa murt Corttrm.st visualiy with �djoinin9 � ��dePatrien bavai)
Ran� t1�ru-� � �d_"Q -�°�";,�, :�! -�, . � surfe�s, indudir� �i� ftaras. Fumiah da�fc bro�rn ar d�rk r�d dmte�4aWe wartHnp suA�oe to _-- • a s a s e o e
avar�^+ .� ':�.� � a.a%. f•'-�=� �� u c�t�ie, u �1 M Nie pdans. R � gt.o! Side nare
. ,%.;. r: ���� • . -� s: _I�s-__.-,,,,-,-,�/'�� � / N � ������8SS .,._ (TYP��U
•. ,, : ��� ., -, • �o � , , --"""��"',,4 : � ' _ _ � �"" � 2. a laaminp wrl�oes mumt be slip t�mmi�rtf arx! erot mllosra 1aa�ber Eo �oaxriulate. /
��� /� . ,�;-� %. _- � :_
jy',: � �72' 'i, :. .�r�'�'•�fi,; �i:%-i=' ����-� � 4��" � � _. _.-.= 3. Align trunc�tad dwn�s in 14�e diredi� of 'en trovsl t�Fmn eMerinp tlie etreet. 7=� --_-- - l ^-. _. � -]. _
� �' :.\ /e� ` rtr ',�'�-f"`�jf"` >- -_ ' "" �- �:`-� 4. &hsded ue�s indica/e �e m�te lo�tion ior tl�e d�4�e wamirq wrtaoe fa � axb ra Typical plaoernent d deAedable �� 8" min 1.
� .,�.:. -._ �pproxi mP �f'PE F�oe o1
�. � �k ,,r�. � "t, � �.` !s' � � �, � • :•:..":� _� f--fi .. araminp �uAooe on �� �- 8" meuc
/ /. �� ., .,��;»;__�, - _. _._ �, 5. a wmminp wrfaoes shatl t� a mir�mum.of 24" in depth In tl�e dir6dion oi ' n trev�f, end �,mp �. curb
'� , ... ,/,`.'•.-:�__. �+;y . �a, �,
, .� .� - ::��'�j - _ __ , � , _: __ _- - ,_.._.:. . .. e�ctend thn iuli widm oi tltm curb ramp or lmndinq wt�e �e ' n eooeas route e�s the street. DETA) L ,�A��
...4,- �� �'�. ,�.I, .�: ; j� ..--J---�"�'..' �� �'�' QMIOiC��{8Rbf1D .
�`.. ;`: •:1 r�\ P''° -, `! �� ._-: -- C,�b �P -. 6. D�tedable wrnmirq uxfroes etwll be � so tt►et tl� noara�t tlie curb line i� a minimum ot 6" mnd a or non-vvalkl
" tle �
.� l�; ��, 1� � 1��J ' �� � Y rtdn. run at 6.��6 .i F WZES AT maximum of 8" trom the exte�slo� af tlie f,�ce oi curb. D�cteble waminq surfaoea may be curved dor�q tlie corr�r radius. `��. ,,,,:�� f..: •.,, , Detedade
-.,�'�'�,_J. � I . �,\.� , •
4VfTM DETECTABLE 7. The idbwi is an lut oi Cast-In-Plaoe Datedeble Wam! MaMriais end tl�ir ►rtarxA�chxers: « '; �� 1, , �+emi aurtece
WARNING 6URFACE s�DEWALKS SLOf'E � � � • ___ _ _ _ _
�•:�r ►uvc. (n'Picr�). 7a. Mnor Tile (viMfied PdYmer a�osfte) bY Enpineered Pl�sdcs, tnc., WUliuruviile, NY. =-- -- --� '
- DETECTABLE 7b. T�ctib Pavet� (fired dey pavera) by Pine Nail Brick, Wfr�aton-Salem, NC. �"d�"4
WARNIPIG SURFACE COMBINATION CURB RAMPS 7c. Deted�ble Waminp Paver (fired day pavers] by Wdestem Bridc Co., Hovaton, Tx. e?� ���! _ e_3�
7d. Tek Way Dome-Tlle (aoncxnto-based) BY Strony G. Irxiustries (LLC), Tucsan, AZ. �
PERPENDICULAR CURB RAMP ------_--- _- - �� a�� - 7e. Coet-in-Plaos Tlte (plus end c.rbon reintoroed oompoatce) by AOA Sdutiona, inc., N«th Biilerica, Mf� 4� �������g
-- -
wrrH � FuxEa ►aT �o.uc�rr ro nw x surt�� TYPE F _ . _ - - - --- ---- . N ° 8
w�arq w�so, M a�opott ..__---�---------- 8. The above lisl of Detectab{e Waminp Matenais or �._
----- - -' N � ALl RAMPS ARE MIN 4' 1MDE
AVEMEKT
CURB 6
GUTTER RAMP Ak�'
" 6LOPE 1',tY LANOING�
� Y _ _ �
( TYPE B-- -) �.1 �,�� � T�
•.,�.,., . .,,. .
..`: � •. � :.• ��.� 3' SAND
SECTION D-D ��NE
REINFORCEMENT (TVPwu.wWPeE�Tart1
AS IN ADJACEPJi
�� �s CURB AND GUTTER
� p�yrrnnt
�; •ry• y�
••• x
.:
:::•..
,,, , � \ . I,,, .
��.�:: •',��_,�"._
♦ "�;
�1'x4'
LANDING
RAMP 6LOPE
�,1 •IF1'.
�.. � #-:
0' MIN CURB
MMP WIOTM
�� 4'MIN. � �
s�z�-fi ,.. .
,y
-- T.��..�..�.•. .�. �i: `
SECTION E-E �'s��
LINE
� CONTRACTiON
6AVJCUT � p.. NCUT JOINT (fYP J
CROSSWALK --- �------�- �
•T .
PtJ10E EXPANSION JOINT , •:ya•: ' � � --�-'-•'��
AT BACK OF CURB L�NE - EXISTtN --�' SECTION F-F
pR AT 6lpEWALK LINE p/WEMEDtT
PERPENDICU�LAR CURB RAMP (RETURNED CURB)
:t
j 1' a �'
C TYPE C I Min tandirp ;:
�w�. =,' �
.,
a P.ym.�t - - , , ; , •
4' FiamP _, % � i DETECTABLE
W� ' � %j�' \ • .�! ! • � WARNING SURFACE
�`�\\ •� •'�•� M.n.uNrhp
y, �' ;;'
_ 4{�,.\�.. ��'�Sp�°°4'K�'
,,; ; ,�,� � --
. � sfdswatk �� ,.
� :; •; . �. ::
. ^' ��;; � �j• \
�.•� :.�.; •:, 2'min.arbnWm
, ,1 , � ' • •• , � , . �; '" Nipn�d with wawv�ik
.. ,, .; _. . _
. CROSSW/�K -- \
NOTE: USE ONLY ON RESIDEN17Al'TYPE STREETS
DIAGONAL CURB RAMP (RE7URNED CURB)
pKpendfcufar W the T�►penl d M�e Gxb
a.ew..aa c«�u�rbd h C�os.w.�k
b not prorasa OTE. . . U►eir approved equel ahall be �ed as "- '-- --- _.
•ti• •. --- CTYPE� the Debedable 1Nami T I aoemenl d dntedaMe
RamP �'mh z 4� Blde �•;� �� x�' MIN n0 wriaoe on sidewaik f�P� Pl � e" min `._ Fac;e of
� Shand Flore ,
;;.,��I u►aar�c (axb) nm� ae ahown on the plans and wamirp wrf�oe on Is�ndinp at g,� max curb
•�.., • • �«��o. � • �' _ ;�' � or detatia on th�e st�eet. `tr°°t ' . DETAIL "B° _ - ---- _ --- -
J ecsoe
. ,. � . �
- - _,� , •�___-- = �"�� ��' • ��' � � � � ' J� °�P'�""°"� SIDEWALK RAMP (CURB RAMP) GENERAL NOTEB
� � �� ' --
,� eax s� . aoe �uc �,�' :• �.; �� ' I 1. All �lopea aro ma�dmum �IlorwWe. The lea�l poalble Nope that wiil sUll draln property
�ana�w ./< ',��; �, ; , � � : ahould be wed. Ad utt
�r 6• C1JR8 i.;I ;',�4 .•� . J aub ramp lerpth or prade of �toach akfevvslks rs d�rected.
,�•ti1,,; i.,.,r, ;��, .:� � �� s• CURB �� x�� 2. The minimum ald�ik wldth b�'.
''� �i' +N�w �;: %i WJDING 3. Landinpe sh�li be 4'x 4' minfmum wfth. m.�am� �.�e �, s�,y area�«,.
'• •�� ��` ., yq.o9; � "--" ... 1. M�neuverinp apaoe �t the botlom ot aub n�mps shall be a minfmum o14k 4' wt�olly
'h i'>' � �� �'' oonlained within tt►e crosswalk �nd wholty aitilde fhe pvMbl vet�lailar d�vel path.
:: '%� :::.::::::: '� �%� s.a ►�iN �• a.o� ' 6. Maximum �ilo�w�b{e aoss�Iop� on �Idsrwik snd oub r�mp suif�oes b 296.
� �__� ' �opH t:so \�. �'::i "r�r. • e. Curb nmpa wtth rotumed air4n rrNy be wed only whaeped� rn waild not normelly walk
i� rt.mv � � „� �aoss the nmp, Nther bscawe fhe �dj�oent wrt�ae b pla np or other non�ualklnp wrteoe
oerecr�ete , � � Ramp Umlts uNo1NG �..„,.�; ;�: •:,.,;,� or because the skb appro�ch b st�bSURd�ily obstrtwied. Othervrise, (xvvfcle Mrod �ldes.
WMNIMfi BUItFACE - • ••, 7. Deb�lla on Ihit plan appiy b d► oornUuaim or reoorntruction of saeeta wrbs or afclewalks
°� P'yR1°"� �T� �'--- B. T o s e ry e u� n Mtqa a ro a, t h e m e d i � n W w u l d b e a minimun d 6' wide. Medians
COMBINATION CURB RAMPS W� �+ s�u�a � ""d co aov�a°'°o�w° p""'o° a"°"�r' a'°"'•
� s�wcur oosrn+o D. Curb cut nmps �ro to be ioaded a �ia�m o� tl�e pisra or sa dlncted by Enpineer.
--- cur�e �wd e�oewni.rc 10. Crosawlk dlrt►enslortf, cxoswvalk rturki v�d t1oQ b�r Ioo�tbra sfull be a �twwn
USED ONLY w/CITY APPROVAL SWµK �I.ew►►�e M a,e ra. Ac k►t�ssdian w�ne ao..w.�k mwklrp..re na u�red,
j PERPENDICULAR RAMP f� FLUSN LANDING � �''�'ps '�'�� ���'� "� ��"I �'ar"'�� °r � �� �'a1°�np�"°�r.
TYPE E_ J .�' a'�''/ -. _. --. _ 11. Existinp iMhxes that oomply wHh TAS may nmaln in p�oe unfsss d►v�ped on the plans.
,, ' ,z. w �t,.�� be provlcbd Rt �I� owrbr. a qnes inienectloru wt,ere tl�ere ta
2' strip H cut tlxaph �d�np or WdeMntik �nd Curb.i�r�ps th�11 �bo be provlded �t wdk
R�mp Lfrr�ita ��; ?� -�._-- b Qnater than 4' in bnQth. LTYPE J� loc:�tiorn h►�odc in the vldnities ot ho�p ht It, msdic�l o�nters, �nd stad(ume.
of P�yment ���� �. :: O��erwise piax d�b1a 13. SuA�oe texturo of the n�mp �hall be ttwl obWned by � aax�e broomVnp, 6wrave�se
\ �� a• to the �Fope of fhe nimp �roept �t detsd�bb w�rdnp tuhoe �rsas. See deblls A end 8.
� y!� ��,/ ,,�;;/ w�ml�q on the �ntiro s�xf�oe �„ �n 14.Ss� rtte curb ramp and landinps from �d)aoent WdewMk �nd �rty oBier Nements
np
�•�\' .�'' :; CROsswAlK of wt throuph.-� '�i� wtfh prerfwld or board jolnt of 3// " unlea olhenvlte direcbd by the E.npineer.
. '.' •' � %� � _ -_ .. -_ _ _ �_, ` � �.\, �, � 16. Provide � smooth b�nsitfon wPlere tl�e �xxb rsmps oorxleCt b !he slreel.
�' �' ��' �i4tf: '' ��� �+:� • :> �-_.__• 18. Curb� shovm on tMs rhset widdn tt►e HmMs d p�ymart �r+e oonttdened part d the curb
';. �� %:; : `' �; �:; i caoasvw�K - .� .�--- '?.: r�mp for p�yment, vA�ether k h oonaete aub putber, or oomWned wrb uid puqer.
---- -- 0 6 :,'�� _
. " �_ �h"'�: ::�:''`' •� 17. Fl�ro slope sh�il not �xosed 10l6 measured a�or�p airb Nne �nd wfiero pedestrisns
1� ;:;''' ��: -- NOTE: � oould walk �aos� the nmp tlien M1udmum Nope th�ll be 1•12, (8.3 96).
••: ' DETECTABLE �, �' �' �' �' 18. Sidew�ikt ahall De nmped �MAtere the driveway Cub b rocbended �aoss the welk.
E.� ,. ,..;::;;i:���� �:%�� WARNING 6URFACE -- . '•�. � Mln�, 1D. fl possiWe, dfalnpe sWdtx�s �iwuld not be pt�oed fn Nne WRh ramp�. loc;ation ot the
.�.•. :i-= '`� 4� ��,�.
��� ��,-i.=� TYPICAL SYMeOI � Nipn a+b p�tMel ��.- � nimpt should bke�P�� Wet loqtiat ot tl1e dttintpe Wueture.
-- _,.�-'" � ALL WIMPSMNDINGS. wIN� aoswvNk " 20. The rannal putter Nne prvfib �II be mabdned tlxo�qh tlx �rea ot the ramp,
CROSSWALK R'"'p �_. 21. The �clwl Nmits of axisdtq axb �nd puaer �nd Ndewatk shail be directed by the enpineer In
IICUT THR UGH AT MEDIAN IStANDS �� �� �d romps�� �n� �� �Ii� ��� �" ��ary m unn pnoe bid
FLUSH LANDING �
---- ------- - ------ .._ _. ._. ._ .--- J -------- -- - ------ --�
���" � P�ve�rtr _, cuRe a wu�P r.air M a,� wou�n
TYPE D G�p� 8LOPf 1•:12' ,�yt4' � TYPE K N p�wr rwn �' fn lwqtn.
C
l _ ___ _ _._ _. � h � � �- -- pw�wsroH �on+r aFi� (�-.\ �� �wi «,w��w+aoe
R� �p WTCH CUT 1!#tQU6H
4k 4' S� � 1 t � � , . , . � • • , • CONCR eu8 WrtM �.
a P.r�t � �,,,d� E,. _ ; , , - .. �. ... . .
� r. . . '----T; `: ,; . . . . . • ' � i• RM1D �� � �URB R�mp lMnMs
��'. � 'T'�, -- � Y�REINFORCEMENT UNE ' aPeyn�t� -
i �?�. � � � AS {N AOJACENT ' ;�; , '
4' R�mp ,// � ���� �C �, CROSSWALK CURB AND Gl1TTER ---- -- �
WiQN� �1� � ' : "• f:
, , �rEcr�e�e SECTION G� � .,. �.�. ,:,; � . TRANSPORTATION AND
/ . � ,�-fw�rtr�rrc3 stxtF�ce �'c^�""""P�^0�'� -- ��;. �' ',.. • • . - �"��i1N°� PUBLIC WORKS DEPARTMENT
,,i •'�/ 1n �Asnewerinp �`-' ` _
' � T, jY epao0�k1' -� �°� . .,.
\''� �� ' �>r � FW2E _y a'Mw. FLARE -- � .. ., � `�
s �4'� // , \� I --- �'i•:iz•s�oP€ wunP �•:,rs�o�E � c�..w.� ��r;�,. �I==-`.-�„�a^>) SIDEWALK RAMP DETAILS
�� ` --- _-:_- � � �.----� �� .
/- FW2ESA -r------r=--,,
_--�i''� SIDEWALK SLOPE 4�� PORT WURTN, TEXAS
CROS5WALK � 1':tx Mnx. Pie�). �-----� `� S��IONP -H �W""' Stop Bar auow�o�r: an eNecuoer. wn 2•ti-o7
��'"� JOE MDENZ 2-0i07 RONNIE R. VARNEt1
NOTE: USE ONLY ON RESIDENTIAL'TYPE STREETS �� �&ECTION) aTi
Ctofawalk � oiwwrr: an� �w+iaw�r.
DIAGONAL CURB RAMP (FLAREO SIDES) '�� '�147
COMBINATION ISLAND CUT THROUGH � NT.�. �,,�,�,�� s� .�+EE.� �
Hi�AC SU�FAC� OVERLA,Y (2013-'13) 50/50
Project_Name Bik Limits Street Limits Procedure Qty/LM CD Mapsco
BRADNER AVE 400 - 449 W BROADWAY AVE - 449 BRADNER AVE POL 0.09 9 76H
GHILDRESS ST 3800 - 3999 VAUGHN B�VD - MARTIN LUTHER KING FWY POL 0.38 5 92D
ChiILDRESS ST 4100 - 4199 MARTIN I.UTHER KING FWY - E DEAD END POL 0.05 5 92D
COLLIN ST 3600 - 3899 SHACKLEFORD ST - RUTAN ST POL 0.51 8 92C
COLLIN ST 3900 - 4199 RUTAN ST - MILLER AVE POL 0.56 5 92p
ERATH ST 4400 - 4�199 WILBARGER ST -�OIUN ST POL 0.29 8 92C
ERATH ST 4600 - 4699 HOWARD ST - KNOX ST POL 0.4 8 92G
ERATH ST 4700 - 4799 KNOX ST - MARTIN ST POL 0.29 8 92G
FELIKS GWOZDZ PL (W) 100 - 299 S MAIN ST - ST LOUIS AVE POL 0.28 9 77J
PENNSYLVANIA AVE 700 - 1199 HEMPHILI. ST - S HENDERSON ST FMOL 1.57 8 77E
PENNSYLVANIA AVE 1200 - 1349 S HENDERSON ST - 6TH AVE FMOL 0.63 9 76H
S HENDERSON ST (S) 100 - 599 WEST FWY - PENNSYI.VANIA AVE POL 1.5 8 76H
S MAIN ST 1300 - 1699 E MAGNOLIA AVE - E ALLEN AVE FMOL 1.15 8 77J
ST LOUIS AVE 1300 - 1499 W MAGNOLIA AVE - FELIKS GWOZDZ PL POL 0,46 9 77J
W MAGNOLIA AVE 100 - 299 S MAIN ST - ST �OUIS AVE FMOL 0.6 9 77J
W MAGNOLIA AVE 300 - 699 ST LOUIS AVE - HEMPHILL ST FMOL 0.89 9 77J
9.65
A� SIJ FA.C� O�E .A AT VA OLT� I, CATI NS (2013��:�)
CIT�' P .TECT N � 02132 - -
'TP 1' OJECT I� : C293-541200-20�6202332�3
ST E'I' �3Y ST �T �LTA�t'�'I�'� DETE Il�A�'IOI�t SP � A SI�EET
�
� �
� � � � � a
o H A W � � , � �a �
' �k� w wa �
,
r�i� U � W � � ¢� � �N �j� � pa,,0
ri E-i ri 3� �� �+ � A � W �C N Fa.,
�
� �� � H°� w � �� O �a �a @�� �ao a� � o�
Z n,1 ,b "'Wa� �U ri� F4� �'-'�+ �+d �;� a' 6Z�U' Z�i ��� �.�7ri
a�i a�i � �Ua �� �� A� AHz `i'G�a Zp�Z o�� � a �za v�
.� � � or� o �a 'o �oo i���o zW�za �Z�Zo �� a a�aa �� .o ��a� �� 'a
v� �n A� Uv��w w��a wp�a U� Ww �i�aW,a at�w aa� �a�, ��wa �v��� v�c��w wv��a�, TOTAL
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 3,000 525 1,750 1,750 2,350 4,300 80 1,065 1,695 1,350 650 18,515
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Replace 6-Inch Concrete Driveway 1,200 600 2,000 1,280 3,200 3,770 0 395 1,250 1,100 320 15,115
6 SF Remove & Replace 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 0 0 0 0 0 0
7 SF Install New 6-inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Replace 4-Inch Concrete Sidewalk 0 0 0 320 3,600 2,400 80 50 0 0 360 6,810
9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 0 0 0 0 0 50 0 0 0 0 0 50
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 2,800 480 0 3,280
11 EA Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA 0 0 0 0 0 3 0 0 0 0 0 3
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 3 0 0 3
dome-tile surface)
13 SY Remove & Re lace Existing Concrete Valle Gutter 0 0 0 0 0 0 0 0 44 0 0 44
14 SY Install New Concrete Valle Gutter 0 0 0 0 0 20 0 0 0 0 0 20
15 LF 6" Perforated Pipe Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Replace 5-Ft. Storm Drain Inlet-To 0 0 0 0 0 3 0 0 0 0 0 3
17 EA Remove & Replace 10-Ft. Storm Drain Inlet-To 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch Pavement Pulverization 8,100 2,151 4,380 3,114 8,334 0 660 3,400 0 0 1,705 31,844
19 TN 13 Ib/sy Cement Modification 53 14 28 20 54 0 4 22 0 0 11 207
20 GA Roadbond EN 1 63 17 34 24 65 0 5 27 0 0 13 249
21 CY Unclassified Street Excavation 0 0 0 0 0 0 0 0 0 0 0 0
22 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
23 CY Asphalt Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 p
24 TN HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY Wedge Miling 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
26 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 16,956 0 0 10,333 8,629 0 35,918
28 GA Crack Sealin of Existin HMAC Pavement 0 0 0 0 0 55 0 0 200 200 0 455
29 SY 2-Inch Surface Course Ty e"D" Mix 8,100 2,151 4,380 3,114 8,334 16,956 660 3,400 10,333 8,629 1,705 67,762
30 EA Remove & Re lace 30-Ft. S eed Cushion w/ Stri in 0 0 0 0 0 0 0 0 0 0 0 0
31 EA Remove & Re lace 40-Ft. S eed Cushion w/ Stri ing 0 0 0 0 0 0 0 0 0 0 0 0
32 EA Water Valve Box Ad'ustment With Steel Riser 0 0 0 0 0 18 0 0 7 12 0 37
33 EA Water Valve Box Adjustment with Concrete Collar 4 1 4 1 4 0 1 10 0 0 2 27
34 EA Water Meter Box Adjustment 0 0 0 0 0 0 0 0 0 13 0 13
35 EA Manhole Ad'ustment With Steel Riser 0 0 0 0 0 21 0 0 9 6 0 36
36 EA Manhole Ad'ustment With Concrete Collar 6 3 7 0 2 2 2 5 0 0 3 30
37 EA Paintin House Addresses 28 12 36 12 8 16 0 6 17 11 5 151
38 SY Grass Sod Re lacement 92 22 55 70 180 102 0 60 55 125 42 803
39 SF Retaining Wall 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 2nd. Monday 3rd. Monday 3rd. Monday 2nd. Monday 3rd. Monday
of the month of the month of the month of the month of the month of the month of the month of the month of the month of the month of the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Thursday Wednesday Wednesday Thursday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday