HomeMy WebLinkAboutContract 47386 Cffy SECRETAW Tow"Folt.
CONTRA,C,T --.�—CONTRKIW
*----,,.00NTWT0nssmmM
FORTWORTH -c"w""A"
PROJECT MANUAL TIPW-FLE COPi
FOR
THE CONSTRUCTION OF
2014 CIP YEAR.2 - CONTRACT 1
UNIT I - WATER
UNIT 2 - SANITARY SEWER
UNIT 3 - ASHPALT PAVEMENT
City Project No. 02369
DOE No. 7347
Water Project No: P253-602170236987
Sewer Project No: P258-702170236987
Betsy Price David Cooke
Mayor City Manager
John Robert Carman
Director, Water Department
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Water Department
and
Transportation and Public Works Department
June 2015
Visintainer
Engineering, PLLC
Shield Engineering Group, PLLC Visintainer Engineering, PLLC
IF
1600 West 7t" Street, Suite 200 P.O. Box 2382
Fort Worth,TX 76102 Keller, TX 76248
817.810.0696 817.992.3214
OFFICIA,Ii REC00
CITY SECRLETAR"W" ,
TX
r7"4�'
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
2014 CIP YEAR 2-CONTRACT 1
UNIT 1 - WATER
UNIT 2 — SANITARY SEWER
City Project No. 02369
DOE No. 7347
Water Project No: P253-602170236987
Sewer Project No: P258-702170236987
t'y Price David Cooke
" ayor City Manager
John Robert Carman
�pZE
Director, Water Department
•TE'}q
OF
y .• "' s
..........................
* Prepared for RONDA D VISINTAINER
:.w.....................:. The City of Fort Worth �.........................;...
Md gib:BARNES .... "
Water Departmentq
s�a June 2015
visintainer
Engineering, PLLC
Shield Engineering Group, PLLC Visintainer Engineering, PLLC
1600 West 7'11 Street, Suite 200 P.O. Box 2382
Fort Worth,TX 76102 Keller,TX 76248
817.810.0696 817.992.3214
FORTWORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
2014 CIP YEAR 2-CONTRACT 1
UNIT 3—STREET RECONSTRUCTION
At Various, Locations
City Project No.02369
Betsy Hce David Cooke
Mayor City Manager
Douglas W. Wiersig, P.E.
Director,Trans,portation and Public Works Department
Prepared for
The City of Fort Worth
TRANSPORTATION AND PUB1.1C WORKS
June 2015
NAAB N,i:APES
68315
4
N
FORTWORTH,.
City of Fort Worth
................. ------------------ -............................... -................................... ''I'll'I'll""II.",'ll"..,."""""'"""'lI.............. -.......... ............... ......................... ....................
Standard Construction Specification
Documents
Adopted September 2011
000000' /
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page\ of6
SECTION 00 00 00
TABLE OFCONTENTS
Division 00-General Conditions
0005 lO Mayor and Council Communication
0005 15 Addenda
00 11 |] Invitation toBidders
0021 |] Instructions toBidders
00 ]5 |] Conflict of Interest Affidavit
004| 00 Bid Form
004243 Proposal Form Unit Price
O04] |3 Bid Bond
004] ]7 Vendor Compliance io State Law Nonresident Bidder
0045 |l Bidders Prcqua\ifications
0O45 |2 Pncqua|ifica1ionSta1erucnt
0045 |] Bidder Prcqua\ifica1ionApplication
004526 Contractor Compliance with Workers' Compensation Law
004540 Minority Business Enterprise Goal
004541 Srua|| Business Enterprise Goal
005243 Agreement
0061 13 Performance Bond
0061 14 Payment Bond
0061 19 Maintenance Bond
006| 25 Certificate ofInsurance
007200 General Conditions
007300 Supplementary Conditions
Division 01 -Generml
01 ll OO Summary ofWork
01 2500 Substitution Procedures
0| ]| 19 PrcconetructionMccdng
01 ]| 20 Project Meetings
01 32 |6 Construction Progress Schedule
01 32 33 Prcconstruc6on \/ideo
O| 3300 Submittals
01 3513 Special Project Procedurce
O| 45 23 Testing and Inspection Services
Ol 5000 Temporary Facilities and Controls
Ol 5526 Street Use Permit and Modifications 0u Traffic Control
O| 57 |3 Storm Water Pollution Prevention Plan
O| 50 l] Temporary Project Signage
0l6000 Product Requirements
01 6600 Product Storage and Handling Requirements
01 7000 Mobilization and Rcruohiliza1inn
01 71 23 Construction Staking and Survey
01 7423 Cleaning
O| 77 19 Closeout Requirements
O| 7023 Operation and Maintenance Data
O| 7039 Project Record Documents
CITY OF FORT WORTH zo14c/p Year z'c"n"nm1,Unit/,z,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpmoz3m
Revised November zz.zo/3
000000-2
STAMIDARE)CONSTRUCTION SPUCIFICATION DOCUMENTS
Page 2 of 6
Technical Specifications is have been modified by the IKngineer specifleally for this
Project; hard copies are included in the Project's Contract Documents
01 71 23 C'onstniction Staking and Survey
99 99 00 Temporary Asphalt Sidewalks, Driveways, and Barrier Free Rasnps
99 99 01 Temporar-
y Aspdiiialt Curb and Gutters
99 99 02 Block Pavers, Rock Landscape, Laridscape Edge, Stone Walk
99 99 05 Guardrails
999906 Concrete Flumes
99 99 08 Wood Retaining Walls
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's 11uz7saw site at:
oi Lw�xqgg ;/R eorces/02% 0
1m,20ConsiructioiiiP"2 -.)OCLyn tints/S cifications
Division 02-Existing Conditions
w4itieff
0241 14 Utility Rernoval/Abandonnnent
0241 15 I'laving Removal
Division 03-Concrete
03 30 00 Cast-In.-Place Concrete
03 34 13 Controlled Low Strerqgh Material CLSM)
03 34 16 Concrete Base Material for Trench Repair
,38000 0-111. 'kWeS
ek-84W,
Division 26-Electrical
I)d-AIC A
114 Ac 11 A
— -1 .11
26-0-51•33
2,44
J-43 IT Division 31 -Earthwor,k
41 1,000---------Site-C4eafift
312316 Unclassified Excavation
31 2500 Erosion and Sediment Control
-34-34-W—kiah4ews
34 97
Division 32-Exterior
3201 17 Permanent Asphalt Paving Repair
3201 18 I'ernporary Asphalt Paving,Repair.
32 01 29 Concrete Paving Repair
32 1123 Flexible Base Courses
32 11 33 Cement Treated Base(.,ourses
CITY OF FOR'r OR 2014 CIP Yew 2-Conlr=A,UnA 11,2,=13
STANDAIU)CONSTRUCTION SPECIFICATION DOCUMFNI'S CPN 02369
ReviseA November 22,2013
000000a
STANDARD CONSTRUCTION SPECIFICATION oocuMsmr
Page 3 of
32 |2 |6 Asphalt Paving
32 |3 |3 Concrete Paving
32 1320 Concrete Sidewalks, Driveways and Barrier Free Ronopo
32 14 16 I3FirA44fi4-Pe*ii1t
32 1613 Concrete Curb and Gutters and Valley Gutters
32 1723 Pavement Markings
32 1725 Curb Address Pointing
3231 13 Chain Fences and Gates
32 31 29
3232 13 Cast-in-Place Concrete Retaining Wo!|y
3291 |P Topsoil Placement and Finishing ofParkways
3292 13 Hydro-Mulching, Seeding, and Sodding
329343 Trees and Shrubs
Division 33 -Utilities
3301 30 Sewer and Manhole Testing
33O| 3| Closed Circuit Television (CCTV) Inspection
3303 10 Bypass Pumping ofExisting Sewer Systems
3304 |O Joint Bonding and B|ccbico| Isolation
3304 || Corrosion Control Test Stations
3304 12 Magnesium Anode Cathodic Protection System
330430 Temporary Water Services
330440 Cleaning and Acceptance Testing of Water Mains
330450 Cleaning nf Sewer Mains
3305 |O Utility Trench Excavation, Embedment, and Bockfil|
33O5 12 Water Line Lowering
3305 13 Frame, Cover and Grade Rings
3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures toGrade
3305 16 Concrete Water Vaults
3305 17 Concrete Collars
33 0521 :Fuane144ffef44a4-
330522 Steel Ca&mi*g44pe
33 05 23------44and Tuprae4ing
33 05 2.4
330526 Utility Markers/Locators
3305 30 Location of Existing Utilities
33 11 05 Bolts,Nuts, and Gaskets
33 l| |O Ductile Iron Pipe
33 || l| Ductile Iron Fittings
33 l| 12 Polyvinyl Chloride(PVC)Pressure Pipe
33 | | 13 Concrete Pressure Pipe, BupVVropped, Steel Cylinder Type
33 11 14 BHF.,e
33 12 |O Water Services |-inch to2-inch
33 1220 Resilient Seated Gate Valve
5, W&f4y_Vft1V1E_1
CITY op FORT WORTH zu/4c/p Year z-c^ntmc` /,Unit 1 z.and s
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS opwm36v
Revised November zz,zo13
000000-4
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 6
33 1225 Connection to Existing Water Mains
33- 2 go Gembinati ql n'I Valve n jjC[bl 1C f pI Potable u T[CT-V
SJCGTTs
33 1240 Fire Hydrants
33 1250 Water Sample Stations
33 1 i
2 60 Standard Blow-off Valve Assembly
33 3i 2 cure=in Place Pipe(CIPP)
33 3 1-1-3 Fiber`--- `nferced-Pipe&r Gravity ganit,f�, Sewer-
33 3115 Nigh Density-Pely tn hyl cie(HPPE) Pipe-for-c cFitaiy, Sew
cr
33 31 20 Polyvinyl Chloride(PVC) Gravity Sanitary Sewer Pipe
33 31 21 Polyvinyl Chloride(PVC) Closed Profile Gravity Sanitary Sewer Pipe
33 3i 22 Sans,.,,.., Sewer-Slip 6ining
33 3i 23 Sanitai=y Sewer-Pipe Enlar-gement
33 31 50 Sanitary Sewer Service Connections and Service Line
33 31 70 Gembinatiefi,kir-Valve for-ganitatzy Sewer-For-ee Mains
33 39 10 Cast-in-Place Concrete Manholes
33 3920 Precast Concrete Manholes
33 3930 Fiberglass Manholes
33 3040 Wast°cwatef Trees Chamber-(Trrrrc)
33 39 60 Epoxy Liners for Sanitary Sewer Structures
33-^x1 19 Do;.44ereed G.R-n,.rote ct,R:n Sewer Pipe/!`ukl e�
33 41 11 High Density Polyethylene (HE)PE) Pipe 4;9f Stafm Dr-ain
33 4600 Subdr-ainage
33 4601 Sl7af?iC1TJf
33 4602 Treneh Drains
3349 10 Cast-in-Place Manholes and Junction Boxes
C-urb- and Drop 1filets
1� 4040
Division 34-Transportation
34 41 10 Tr 4 ie Signals
34 41 11 To v n T a# n Signals
34—rrr3 Removing T-r-affie Signals
34 41 16 Pedestrian Hybrid c;.,nal
3-0 -10 Roadway ill,.Y mot; Assemblies
l l;os
2n 41 30 Aluminum Signs
71
3471 13 Traffic Control
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC 4.04 Under-ground nd >~aeilit;-es
G,C4-.06 u icird"cs-Ev"rr""icn tal C vimit ivi at Site
°
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC 09 D.fmit� d Utilities
� rcnrm�uila
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 22,2013
000000-5
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 6
END OF SECTION
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSIRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 22,2013
M&C Review Page I of 3
Offid.111 Site Of d e fty of FoTt Worth, Texas
FORTWORT11
CM COUNCIL AGENDA
DATE: 12/15/2015 REFERENCE NO.:C-27568 LOG NAME: 202014 CIP YEAR 2
CON TRACT 1
CODE: C TYPE: NOW PUBLIC NO
CONSENT HEARING:
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LL C., in the Amount of
$3,414,296.90 for 2014 CIP Year 2 Contract 1, Combined, Hot Mix Asphaltic Concrete
Street Rehabilitation and Water and Sanitary Sewer in Replacement at Multiple
Locations Throughout the City of Fort Worth, Provide for Project Management Costs,
Construction Inspection, Material Testing and Contingencies for a Total Project Budget of
$3,926,441.44 and Adopt Appropriation Ordinances(COUNCIL DISTRICTS 2, 8 and 9)
RECOMMENDATION:
It is recommended that the City Council:
1. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the
Water Capital Projects Fund in the amount of$940,130.00 and the Sewer Capital Projects Fund in the
amount of$926,991.00 from available funds; and
2. Authorize the execution of a contract with JLB Contracting, LLC, in the amount of$3,414,296.90 for
2014 CIP Year 2 Contract 1, Combined, Hot Mix Asphaltic Concrete Street Rehabilitation and Water and
Sanitary Sewer Main Replacement Project.
DISCUSSION:
This project will provide for street, water and sanitary sewer improvements on approximately four-lane miles
at multiple locations as indicated on the attached list of streets. The Transportation and Public Works
(T/PW) and Water Departments will share in the cost of these improvements. T/PWs share on this contract
will be$1,560,315.50 which is available in the Street Rehabilitation Fund and the Water Department's share
on this contract will be$1,853,981.40 split evenly between the Water Capital Projects Fund and Sewer
Capital Projects Fund. Additional funding in the amount of$13,138.60 is required for Water Capital Fund to
cover previously paid and future anticipated staff costs.
This project was advertised for bid on June 25, 2015 and July 2, 2015, in the Fort Worth Star-Telegram. On
July 23, 2015, the following bids were received:
Bidders Amount
JLB Contracting, LL C $3,414,296.90
Stabile &Winn, Inc. $3,819,510.00
Jackson Construction $4,021,296.25
Atkins Bros. $7,591,140.00
Project budget is as follows:
.. . ........
Activity Amount
Engineering Contract (Shield $ 454,702.00
Engineering Group, Inc.)
Engineering Subtotal $ 454,702.00
Conaster Construction TX, LP 1,310,785.0
1
http://apps.cfwnet.org/council_packet/mc review.asp?ID=21778&councildate=12/15/2015 12/15/2015
M&C Review Page 2 of 3
JLB Contracting, LLC $3,414,296.90
Construction Staking, Project $ 665,863.14
Management, Inspection, Material
Testing and Contingencies
Construction Subtotal 1$52390,945.04
[—Total
Funding of the project will come from the following funds:
Fund Aperopriations
2014 Bond $2,072,460.04
Program
(34014)
Water Capital $2,559,439.30
Fund
Operating
(59601)
Sewer $1,213,747.70
Capital Fund
(59607)
Project Total $5 845,647.04 J
Construction is anticipated to commence in December 2015, with a contract time of 300 calendar days, the
construction is estimated to be complete by the end of October 2016,
Upon completion of this capital project, it is anticipated that there will be no impact on T/PWs annual
operating budget or on the Water Department's operating budget.
M/WBE OFFICE -JLB Contracting, LLC, is in compliance with City's BDE Ordinance by committing to 7
percent MBE participation on this project. JLB Contracting, LLC, identified several subcontracting
opportunities. However, the MBEs contacted in the areas identified did not respond or did not submit the
lowest bids. The City's MBE goal on this project is 12 percent.
A portion of this project is included in the 2014 Bond Program. Available resources within the General Fund
will be used to provide interim financing for these expenses until debt is issued. Once debt associated with
the project is sold, bond proceeds will reimburse the General Fund, in accordance with the statement
expressing official Intent to Reimburse that was adopted part of the ordinance canvassing the bond election
-Ordinance No. 21241-05-2014.
These projects are located in COUNCIL DISTRICTS 2, 8 and 9, Mapsco 48Z, 62K, 63A, 63Q, and 63V,
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are included in the Fiscal Year 2015
adopted budget of the 2014 Bond Program, pursuant to Ordinance No. 21457-09-2014 and that funds are
available in the General Fund to pay expenses which will be incurred on this contract until reimbursement
can occur from the issuance of public securities. Upon approval of the above recommendations and
adoption of the attached appropriation ordinances, funds will be available in the current capital budget, as
appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund. The Fiscal Year
2016 water operating budget includes appropriations of$23,306,445.27 for the purpose of providing pay-
as-you-go funding for capital projects. After this transfer for Fiscal Year 2016, the balance will be
$22,379,454,57., The Fiscal Year 2016 sewer operating budget includes appropriations of$25,898,138.27
for the purpose of providing pay-as-you go funding for capital projects. After this transfer for Fiscal Year
2016, the balance will be$24,971,147.57.
Pending
Rem
Fund Project Encumbrances Remaining
http://apps.cfwnet.org/council_packet/mc review.asp?]D==21778&counc i1date=12/15/2015 12/15/2015
M&C Review Page 3 of 3
Appropriations and Balance
L—� . Expenditures
2014 Bond
Program $2,072,460.04 $2,072,460.04 $ 0.00
(34014)
Water $10,000.00
Capital $2,559,43930 $2,549,439.30
(5960 1)
Sewer
Capital $1,213,747. 1,161, 33. 7 $52,214.23
(59607)
TO
Pro ram Fund Department Account -------------- ---- —Active Budget Reference# Amount
ID ID Year. (Chartfield
9607 0700430 4956001 00230 C01783 20i6' $926,990.70
�Ii--� ---- - ---- ......... ......... ....................... ...........................
"ddi 69
1) 59601 0600430 4956001 C01783 2016 $926,990.00
-.. -.- -.................. ............................. -------------- ............... .......................... ................... ......................... ............. ....................
FROM
d- - --- '-""'
Fun Deparment AounPc ramcrqj et Program Activity Reference# Amount
ID ID ..Year ...Q;hartfield 2),,
59601 0600430 5740010 CO2369 C01783 2016 $926,990.70
67– .676a:Rd.- R -66i 161- �di ..................................-
6 369� $926,990.70
.......................... ........................................ .....................— ......................... .......... .. .........
74
34014j 9299431 j 5740010 1[ 002369 _002483_j2016� 1, 53 981�4
..............
..................
Submi"Ll.ed for City Manager's Office by: Jay Chapa (5804)
Originating Department Head: Douglas Wiersig ( 1 7)
Additional Information Contact; Kristian Sugrim (8902)
ATTACHMENTS
2014 CIP YEAR 2 CONTRACT 1 MAP PAGE 1.p
Af
202014 CIP YR, 2 CONTRACT 1 sewer Ord.docx
202014 CIP YR2CONTR.ACT.1-..,w Ater Or RQY12.00 8.15LOqgx
http://apps.cfwnet.org/council_packet/mc–review.asp?ID=21778&councildate=12/15/2015 12/15/2015
000510-I
MAYOR AND COUNCIL COMMUNICATION(M C)
Pup
1 SECTION 00 05,1(1
2 MAYOR AND COUNCIL COMMUNICATION( )'
3
4
6 [Assembler: For Contra r at)Doc anent execution,,remove this pees and replace with the approved
7 M Cfor°the award of t he prqject, M C insert,shall he on blue paper.]
8
14
11
12
13
14
1$
16
17
is
19
20
21
22
2
24 END OF SECTION
CITY OP FORT WORTH 2014 CIP Yeor 2-Con 't 1 m thtit 14,sYd 3
STANDARD CONSTRUCTION UC"["ION RR CIFICA"1'ioN UMMENT s IPN 01569
Revised July 1m 2011
City of Fort Worth, Texas
Water Department
Transportation & Public Works Department
ADDENDUM No. 1
To the Specifications and Contract Documents
For
2014 CIP Year 2-Contract 1
Units 1, 2, and 3
City Project No. 02369
D.O.E. Project No. 7347
Addendum No. 1 —Issue Date: July 15, 2015
Bid Receipt Date: July 23, 2015
This Addendum No. 1 forms part of the contract documents referenced above and modifies the original
Contract Documents and Plans. Acknowledge receipt of this addendum by signing in the space
provided below, attaching it to the Contract Documents (inside) and note receipt of the Addendum on
the outer envelope of your bid.
Prospective Bidders are hereby notified of the following:
The Plans and Specification Documents for the above referenced project are hereby revised
and amended as follows:
1. Bid Form Section 00 41 00:
Replace in entirety with Bid Form attached hereto.
was 230 days
revision 300 days
2. Proposal Form Section 00 42 43:
Replace in entirety with Proposal Form attached hereto.
Note, Topsoil Item 32 91 19 may be used to backfill behind the curb, driveway, and
sidewalk if the native soil is not suitable for vegetation growth. Top soil placement
and location shall be approved by the City prior to installment.
3. Agreement Section 00 52 33:
Replace in entirety with Agreement Form attached hereto.
was 230 days
revision 300 days
4 Appendix Cover Sheet
ADDENDUM 110. 1
July 15, 2015
4 Appendix Cover Sheet
Replace in entirety with Appendix Cover Sheet attached hereto, not addition of
existing centerlineltop of cur bfedge of existing asphalt sheets
Existing Pavernert Profile Sheets
Insert Existing Pavement Profile Sheets 1 i 1-141 at the back of the existing
Appendix, to as "Other" on the Appendix over �heet
v. CFtJ Wage Rates Schedule GC 6.07,
Replace in entirety with Wage Rate Form attached hereto
Ncte�
® All Aadencum No. ', iterns, are available on Buzzsaw, replace original form's listed herei-
with Addendum No 1 forms and insertions.
• Contractor Will Provide Construction Staking and Construction Survey for this
project. Please see specification 011 71 23 Construz;tion Staking and SLJr%;eV. Bid itC-MS
have been provided as seen In the Proposal Form 00 42 43
J O'her provisicris of the plans, specr-ications a-.d contract documents fo, lut-le project whlcl are
not expressiv an-iended herein shaJ remain In full force and effect,
The Contract o, shall acknowledge receipt cf this Addendurn (1) in the space prov=ded belovi,
12" it the propcsal and �3) acknc;vviedge receipt on the outer envelope of your bid in upper case
k ! k .
letters "RECEIVED & ACKNOV.11-EDGED ADDENDUM NO. I
:aftire to return a sionec copy uf tie addendum with the Proposal shall be grounds for rendering
the bid non-responsive, A signed copy of this addencurn shall be placed into the Proposal at
ine irne of suornittal
RECEIPT ACKNOWLEDGED- TRANSPORTATION AND PUBLIC WORKS
By,
Title. Tony S.-Iolola, P E., Engineerir:g Manager
At')DENDJM NO I
July 15, 2015
00 11 13- 1
INVITATION TO BIDDERS
Page 1 of 3
1 SECTION 00 11 13
2 INVITATION TO BIDDERS
3 RECEIPT OF BIDS
4 Sealed bids for the construction of 2014 CIP YEAR 2-CONTRACT 1, UNIT 1 - WATER, UNIT
5 2 - SANITARY SEWER, AND UNIT 3—ASPHALT PAVEMENT, CPN: 02369, DOE 7347,
6 P253-602170236987 and P258-702170236987: will be received by the City of Fort Worth
7 Purchasing Office:
8
9 City of Fort Worth
10 Purchasing Division
11 1000 Throckmorton Street
12 Fort Worth, Texas 76102
13 until 1:30 P.M. CST, Thursday,July 23rd 2015, and bids will be opened publicly and read aloud
14 at 2:00 PM CST in the Council Chambers.
15
16 GENERAL DESCRIPTION OF WORK
17 The major work will consist of the(approximate)following:
18 UNIT 1:
19 80 LF 12" Water Pipe
20 665 LF 10" Water Pipe
21 9,025 LF 8" Water Pipe
22 180 1" Water Services
23 6,035 LF Temporary Asphalt Paving Repair
24 7,325 LF Permanent Asphalt Paving Repair
25 UNIT 2:
26 1,020 LF 8" Sanitary Sewer
27 6 EA 4" Std. Sanitary Sewer Manhole
28 24 EA Sanitary Sewer Services
29 UNIT 3:
30 18,040 LF-Remove and Replace Concrete Curb& Gutter
31 18,900 SF—Remove and Replace 6" Concrete Driveway
32 6,400 SF—Remove and Replace 4"Concrete Sidewalk
33 25,645 SY— 11"Pavement Pulverization
34 25,645 SY—3"Asphalt Pavement, Type D
35
36 Note: Contractor will provide Construction Staking and Construction Survey for all Units.
37
38 Note: Contractor shall identify the pre-qualified contractors for Unit 1, 2, and 3 on Section
39 00 45 12 Prequal i fi cation Statement.
40
41 PREQUALIFICATION
42 The improvements included in this project must be performed by a contractor who is pre-
43 qualified by the City at the time of bid opening. The procedures for qualification and pre-
44 qualification are outlined in the Section 00 21 13 —INSTRUCTIONS TO BIDDERS.
45
46 DOCUMENT EXAMINATION AND PROCUREMENTS
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Units 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 02369
Revised July 1,2011
0011 13-2
INVITATION TO BIDDERS
Page 2 of 3
1 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
2 of Fort Worth's Purchasing Division website at help:%'/v�wwjbrmorthcov.org%purchasiner'and
3 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
4 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
5 suppliers.
6
7 Copies of the Bidding and Contract Documents may be purchased from Shield Engineering
8 Group, PLLC office, which is located at:
9 1600 West 7t1i Street Suite 200
10 Fort Worth, TX 76102
11
12 A 12% MBE goal has been assigned to this project. The following are amendments to the
13 Business Diversity Enterprise (BDE) Ordinance:
14 Contractors to submit BDE documentation in 2 days
15 BDE Documentation must be received by the Purchasing Division by 2pm, on the second
16 City business day after bid opening, exclusive of bid opening day.
17 If the first Offeror/Contractor does not submit the documentation as required they will be
18 deemed non-responsive.
19 Project Manager will notify the second offeror in writing that they have until the second
20 City business day by 2pm to have docs in Purchasing Division.
21 If second offeror is non-responsive the Project Manager will notify the third offeror in
22 writing that they have until the second City business day by 2pm to have docs in
23 Purchasing Division.
24 2 day submittal requirement begins on Goals set on April I" going forward
25 MBEs and SBEs with a Principle Place of Business outside of the 6 County Marketplace
26 must have a Significant Business Presence
27 Updated BDE (M/WBE) Forms with 2 day submittal requirement are available on
28 Buzzsaw and Public Folders M/WBE
29
30 The cost of Bidding and Contract Documents is:
31 Set of Bidding and Contract Documents with full size drawings: $100.00
32 Set of Bidding and Contract Documents with half size(if available)drawings: $60.00
33
34 PREBID CONFERENCE
35 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
36 BIDDERS at the following location, date, and tilde:
37 DATE: July 9, 2015
38 TI 9:30 am
39 PLACE: City of Fort Worth Water Dept. Annex
40 311 W 10th Street
41 Fort Worth, Texas 76102
42 LOCATION: Conference Room
43
44
45 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
46 City reserves the right to waive irregularities and to accept or reject bids.
47
48 INQUIRIES
CITY OF FORT WORTH 2014 CIP Year 2-Contract I,Units 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 02369
Revised July 1,2011
0011 13-3
INVITATION TO BIDDERS
Page 3 of 3
1 All inquiries relative to this procurement Unit 1 - Water and Unit 2 - Sanitary Sewer should be
2 addressed to the following:
3 Attn: Roberto C. Sauceda, PE, City of Fort Worth
4 Email: robert.sauceda @fortworthtexas.gov
5 Phone: 682.432.5478
6 AND/OR
7 Attn: Craig Barnes, PE, Shield Engineering Group, PLLC
8 Email: craig.bames @segpllc.com
9 Phone: 817.810.0696
10 AND/OR
11 Attn: Ronda Visintainer, PE, Visintainer Engineering, PLLC
12 Email: ronda @visintainerengineering.com
13 Phone: 817.992.3214
14
15 All inquiries relative to this procurement Unit 3 —Asphalt Pavement should be addressed to the
16 following:
17 Attn: Kristian Sugrim, City of Fort Worth
18 Email: Kristian.Sugrim @fortworthtexas.gov
19 Phone: 817.392.8902
20
21 ADVERTISEMENT DATES
22 June 25, 2015
23 July 2,2015
24
25 END OF SECTION
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Units 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CI'N 02369
Revised July 1,2011
0021 13- 1
INSTRUCTIONS TO BIDDERS
Page 1 of 9
1 SECTION 00 2113
2 INSTRUCTIONS TO BIDDERS
3 1. Defined Terms
4
5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
6 00- GENERAL CONDITIONS.
7
8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
9 meanings indicated below which are applicable to both the singular and plural thereof.
10
11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
12 directly through a duly authorized representative, submitting a bid for performing
13 the work contemplated under the Contract Documents.
14
15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
16 corporation acting directly through a duly authorized representative, submitting a
17 bid for performing the work contemplated under the Contract Documents whose
18 principal place of business is not in the State of Texas.
19
20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
21 (on the basis of City's evaluation as hereinafter provided) makes an award.
22
23 2. Copies of ii Documents
24
25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
26 resulting from the Bidders use of incomplete sets of Bidding Documents.
27
28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the
29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
30 for any other use.
31
32 3. Prequalification of iers (Prime Contractors and Subcontractors)
33
34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types
35 requiring prequalification at the time of bidding. Bids received from contractors who are
36 not prequalified(even if inadvertently opened) shall not be considered. Preq uali fi cation
37 requirement work types and documentation are as follows:
38
39 3.1.1. Paving-Requirements document located at;
40 httl)s=flpro'ect_oint.buzz.sa��,,.coin,'fortwortli�-,ov!Resources,"Oz'_,20-
41 %2 OC o ns trLI C t I on°'02 0 DOC L I in ents o n ma ct or'io 2 0 P reQ t1tlIiCcation/TPW%20PaviIia
42 %20Contractorl o20Prcquali fication%20Prog,ram/ I-
PRE0UAIFICATION%20RE(}
43 UIREMEN-I'S`,'%2OF(-)R%20PAVING%o 2000is,N'l-RAC"1'ORS.PI)F?hublic
44
45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at;
46 littps:;;,prolectnoint.buzzsa�v.,.comrf ortworth:?ov�Resources1O.'%'-0-
47 °o20Construction°,o20DaculnentslContractor`%o?C1Prequalifieation/TPWIN20Pavinu
48 %20Conti actor"o2(?Preaualifi Cat ion°o20Pro ,ra1»/PR C', UAC...IFICA"FIO' '%020REQ
49 UIREMEN*FS",,o20FOR%2011 WING`X,2000?`TRAC°I'O RS,j3DF?pub Iic
CITY OF FORT WORTH 2014 C1P Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 27,2012
0021 13-2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1
2 3.1.3. Water and Sanitary Sewer—Requirements document located at;
3 https:i'i proiectpoint.uuzzsav N.com/fort,�N,oilhgwlResources'021,;20-
4 °o20Constructiono,o20Documents/Contractor°o2E.)1'requllliflc�Itioni Water°4,20•Indo.02
5 O San itarv_%2_0Se«er"o2 0ContracIor°o2 0Prectualillcation`:o20Pro,-Yraiii/W SS%20p1•e
6 dual°'o20requireulents.doc?Public
7
8
9 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within
10 seven (7) calendar days prior to Bid opening,the documentation identified in Section 00
11 45 11, BIDDERS PREQUALIFICATIONS.
12
13 3.2.1. Submission of and/or questions related to prequalification should be addressed to
14 the City contact as provided in Paragraph 6.1.
15
16
17 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low
18 bidder(s) for a project to submit such additional information as the City, in its sole
19 discretion may require, including but not limited to manpower and equipment records,
20 information about key personnel to be assigned to the project, and construction schedule,
21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to
22 deliver a quality product and successfully complete projects for the amount bid within
23 the stipulated time frame. Based upon the City's assessment of the submitted
24 information, a recommendation regarding the award of a contract will be made to the
25 City Council. Failure to submit the additional information, if requested, may be grounds
26 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
27 notified in writing of a recommendation to the City Council.
28
29 3.4.In addition to prequalification, additional requirements for qualification may be required
30 within various sections of the Contract Documents.
31
32 4. Examination of Bidding and Contract Documents, Other Related Data,and Site
33
34 4.1.Before submitting a Bid, each Bidder shall:
35
36 4.1.1. Examine and carefully study the Contract Documents and other related data
37 identified in the Bidding Documents (including "technical data" referred to in
38 Paragraph 4.2. below).No information given by City or any representative of the
39 City other than that contained in the Contract Documents and officially
40 promulgated addenda thereto, shall be binding upon the City.
41
42 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
43 site conditions that may affect cost, progress, performance or furnishing of the
44 Work.
45
46 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
47 progress, performance or furnishing of the Work.
48
CITY OF FORT WORTH 2014 CIP Year 2-Contract I,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 27,2012
0021 13-3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.4. Study all: (i)reports of explorations and tests of subsurface conditions at or
2 contiguous to the Site and all drawings of physical conditions relating to existing
3 surface or subsurface structures at the Site(except Underground Facilities)that
4 have been identified in the Contract Documents as containing reliable "technical
5 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any,
6 at the Site that have been identified in the Contract Documents as containing
7 reliable "technical data."
8
9 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
10 the information which the City will furnish. All additional information and data
11 which the City will supply after promulgation of the formal Contract Documents
12 shall be issued in the form of written addenda and shall become part of the Contract
13 Documents just as though such addenda were actually written into the original
14 Contract Documents. No information given by the City other than that contained in
15 the Contract Documents and officially promulgated addenda thereto, shall be
16 binding upon the City.
17
18 4.1.6. Perform independent research, investigations,tests, borings, and such other means
19 as may be necessary to gain a complete knowledge of the conditions which will be
20 encountered during the construction of the project. On request, City may provide
21 each Bidder access to the site to conduct such examinations, investigations,
22 explorations,tests and studies as each Bidder deems necessary for submission of a
23 Bid. Bidder must fill all holes and clean up and restore the site to its former
24 conditions upon completion of such explorations, investigations, tests and studies.
25
26 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
27 cost of doing the Work,time required for its completion, and obtain all information
28 required to make a proposal. Bidders shall rely exclusively and solely upon their
29 own estimates, investigation, research,tests, explorations, and other data which are
30 necessary for full and complete information upon which the proposal is to be based.
31 it is understood that the submission of a proposal is prima-facie evidence that the
32 Bidder has made the investigation, examinations and tests herein required. Claims
33 for additional compensation due to variations between conditions actually
34 encountered in construction and as indicated in the Contract Documents will not be
35 allowed.
36
37 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
38 between the Contract Documents and such other related documents. The Contractor
39 shall not take advantage of any gross error or omission in the Contract Documents,
40 and the City shall be permitted to make such corrections or interpretations as may
41 be deemed necessary for fulfillment of the intent of the Contract Documents.
42
43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of:
44
45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
46 the site which have been utilized by City in preparation of the Contract Documents.
47 The logs of Soil Borings, if any, on the plans are for general information only.
48 Neither the City nor the Engineer guarantee that the data shown is representative of
49 conditions which actually exist.
50
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 27,2012
0021 13-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.2. those drawings of physical conditions in or relating to existing surface and
2 subsurface structures (except Underground Facilities)which are at or contiguous to
3 the site that have been utilized by City in preparation of the Contract Documents.
4
5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
6 on request. Those reports and drawings may not be part of the Contract
7 Documents, but the "technical data" contained therein upon which Bidder is entitled
8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
10 responsible for any interpretation or conclusion drawn from any "technical data" or
11 any other data, interpretations, opinions or information.
12
13 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i)
14 that Bidder has complied with every requirement of this Paragraph 4, (ii)that without
15 exception the Bid is premised upon performing and furnishing the Work required by the
16 Contract Documents and applying the specific means, methods,techniques, sequences or
17 procedures of construction (if any)that may be shown or indicated or expressly required
18 by the Contract Documents, (iii)that Bidder has given City written notice of all
19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
20 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
21 etc., have not been resolved through the interpretations by City as described in
22 Paragraph 6., and (iv)that the Contract Documents are generally sufficient to indicate
23 and convey understanding of all terms and conditions for performing and furnishing the
24 Work.
25
26 4.4.The provisions of this Paragraph 4, inclusive,do not apply to Asbestos, Polychlorinated
27 biphenyls(PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
28 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
29 Documents.
30
31 5. Availability of Lands for Work,Etc.
32
33 5.1.The lands upon which the Work is to be performed, rights-of-way and easements for
34 access thereto and other lands designated for use by Contractor in performing the Work
35 are identified in the Contract Documents. All additional lands and access thereto
36 required for temporary construction facilities, construction equipment or storage of
37 materials and equipment to be incorporated in the Work are to be obtained and paid for
38 by Contractor. Easements for permanent structures or permanent changes in existing
39 facilities are to be obtained and paid for by City unless otherwise provided in the
40 Contract Documents.
41
42 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
44 of-way, easements, and/or permits are not obtained,the City reserves the right to cancel
45 the award of contract at any time before the Bidder begins any construction work on the
46 project.
47
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CI'N 02369
Revised November 27,2012
oo2/ o 5
INSTRUCTIONS TO BIDDERS
Page 5mn
l 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
2 way, easements, and/or permits, and shall submit u schedule 10 the City of how
3 construction will proceed in the other areas of the project 1hu1duno1requirepermi1s
4 and/or easements.
5
6 6. Interpretations and Addenda
7
8 d.|.A|| questions about the meaning or intent of the Bidding Documents are to be directed to
9 City io writing onor before 2p.m., the Monday prior to the Bid opening. Questions
|O received after this day may not be responded to. Interpretations or clarifications
|l considered necessary by City in response to such questions will be issued by Addenda
12 delivered to all parties recorded by City as having received the Bidding Documents.
13 Only questions answered bv formal written Addenda will bebinding. Oral and other
14 interpretations or clarifications will he without legal effect.
15
16 Address questions to:
\7
18 City ofFort Worth
19 |000ThroukmudunStreet
20 Fort Worth, T}{ 76102
21 Attn: Roberto 8uucedu, Water Department
22 Fax: 817392.0795
23 Gmui\: robert.auucedugfortworthtezuu.gpv
24 Phone: 682.432.5478
25
26
27 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by
28 City.
29
30 6.3.Addenda or clarifications may he posted via Buzzsuvvu1
3|
32 =561 lj9/Addenda
33
34 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or
35 INVITATION T0 BIDDERS. Representatives of City will he present to discuss the
36 Project. Bidders are encouraged 10 attend and participate in the conference. City will
37 transmit to all prospective Bidders of record such Addenda as City considers necessary
38 in response 10 questions arising u1 the conference. Oral statements may not berelied
39 upon and will not be binding or legally effective.
40
41 7, Bid Security
42
43 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
44 (5)percent of Bidder's maximum Bid price on form attached, issued hyu surety meeting
45 the requirements of Paragraphs 5.0l of the General Conditions.
46
CITY op FORT WORTH zo/4c/r Year z-co",mc` 1,Unit 1.z,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS crwoz3av
Revised November zr,m/z
nnz/ 13-6
INSTRUCTIONS rnBIDDERS
Page awy
} 72.The Bid Bond of all Bidders will be retained until the conditions ofthe Notice ofAward
2 have been satisfied. |f the Successful Bidder fails to execute and deliver the complete
3 Agreement within |0 days after the Notice uf Award, City may consider Bidder 1obein
4 default, rescind the Notice uf Award, and tile Bid Bond of that Bidder will beforfeited.
5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond ofall
6 other Bidders whom City believes to have a reasonable chance of receiving the award
7 will be retained hv City until fiou\ contract execution.
8
g 8. Contract Times
lO The number uf days within which, ur the dates bvwhich, Milestones are 1obo achieved in
|| accordance with the General Requirements and the Work ietobe completed and ready for
12 Final Acceptance ia set forth in the Agreement ur incorporated therein by reference 1othe
13 attached Bid Form.
14
15 9. Liquidated Damages
16 Provisions for liquidated damages are set forth in the Agreement.
17
18 10. Substitute and "Or-Equal" Items
}g The Contract, if awarded, will be on the basis of materials and equipment described in the
20 Bidding Documents without consideration of possible substitute or"upequa\" items.
21 Whenever i1is indicated urupeoificdin the Bidding Documents that u "substi1ute" or"ur-
22 equal" i0cnn of material or equipment may he furnished urused by Contractor if acceptable to
23 City, application for such acceptance will not be considered by City until after the Effective
24 Date of the Agreement. The procedure for submission of any such application bvContractor
25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General
26 Conditions and ie supplemented in Section 01 2500of the General Requirements.
27
28 11, Subcontractors, Suppliers and Others
29
30 ||.|. ln accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
31 12-2011 (as amended), the City has goals for the participation of minority business
32 and/or small business enterprises in City contracts. A copy of the Ordinance can be
33 obtained from the Office ufthe City Secretary. The Bidder shall submit the MBE and
34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
36 Venture Form as appropriate. The Forms including documentation must be received
37 by the City no later than 5:00 P.M. CST, five(5)City business days after the bid
38 opening date. The Bidder shall obtain a receipt from the City as evidence the
39 documentation was received. Failure to comply shall render the bid as nun-
40 responsive.
41
42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
43 or organization against whom Contractor has reasonable uhicuLion.
44
45 12. ]0i6 Form
46
47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
48 obtained from the City.
49
CITY op FORT WORTH zn/*c/p Year z-c"^,mu,/,Unit/,z,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpwnz3v9
Revised November zzzn/z
0021 13-7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
4 price item listed therein. In the case of optional alternatives, the words "No Bid,"
5 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices,
6 written in ink in both words and numerals, for which the Bidder proposes to do the
7 work contemplated or furnish materials required. All prices shall be written legibly.
8 in case of discrepancy between price in written words and the price in written
9 numerals, the price in written words shall govern.
10
11 12.3. Bids by corporations shall be executed in the corporate name by the president or a
12 vice-president or other corporate officer accompanied by evidence of authority to
13 sign. The corporate seal shall be affixed. The corporate address and state of
14 incorporation shall be shown below the signature.
15
16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
17 partner, whose title must appear under the signature accompanied by evidence of
18 authority to sign. The official address of the partnership shall be shown below the
19 signature.
20
21 12.5. Bids by limited liability companies shall be executed in the name of the finn by a
22 member and accompanied by evidence of authority to sign. The state of formation of
23 the firm and the official address of the firm shall be shown.
24
25 12.6. Bids by individuals shall show the Bidder's name and official address.
26
27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
28 indicated on the Bid Form. The official address of the joint venture shall be shown.
29
30 12.8. All names shall be typed or printed in ink below the signature.
31
32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of
33 which shall be filled in on the Bid Form.
34
35 12.10. Postal and e-mail addresses and telephone number for communications regarding the
36 Bid shall be shown.
37
38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
39 Texas shall be provided in accordance with Section 00 43 37 —Vendor Compliance
40 to State Law Non Resident Bidder.
41
42 13. Submission of Bids
43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
44 at the time and place indicated in the Advertisement or INVITATION TO BiDDERS,
45 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
46 marked with the City Project Number, Project title,the name and address of Bidder, and
47 accompanied by the Bid security and other required documents. If the Bid is sent through the
48 mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
49 with the notation "BID ENCLOSED" on the face of it.
50
CiTY OF FORT WORTH 2014 CI Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 27,2012
0021 13-8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 14. Modification and Withdrawal of Bids
2
3 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
4 withdrawn prior to the time set for bid opening. A request for withdrawal must be
5 made in writing by an appropriate document duly executed in the manner that a Bid
6 must be executed and delivered to the place where Bids are to be submitted at any
7 time prior to the opening of Bids. After all Bids not requested for withdrawal are
8 opened and publicly read aloud, the Bids for which a withdrawal request has been
9 properly filed may, at the option of the City, be returned unopened.
10
11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
12 time set for the closing of Bid receipt.
13
14 15. Opening of Bids
15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
16 abstract of the amounts of the base Bids and major alternates(if any)will be made available
17 to Bidders after the opening of Bids.
18
19 16. Bids to Remain Subject to Acceptance
20 All Bids will remain subject to acceptance for the time period specified for Notice of Award
21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
22 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
23
24 17. Evaluation of Bids and Award of Contract
25
26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights
27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
28 and to reject the Bid of any Bidder if City believes that it would not be in the best
29 interest of the Project to make an award to that Bidder, whether because the Bid is
30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
31 meet any other pertinent standard or criteria established by City. City also reserves
32 the right to waive informalities not involving price, contract time or changes in the
33 Work with the Successful Bidder. Discrepancies between the multiplication of units
34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
35 between the indicated sum of any column of figures and the correct sum thereof will
36 be resolved in favor of the correct sum. Discrepancies between words and figures
37 will be resolved in favor of the words.
38
39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
40 among the Bidders, Bidder is an interested party to any litigation against City,
41 City or Bidder may have a claim against the other or be engaged in litigation,
42 Bidder is in arrears on any existing contract or has defaulted on a previous
43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or
44 Bidder has uncompleted work which in the judgment of the City will prevent or
45 hinder the prompt completion of additional work if awarded.
46
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 27,2012
0021 13-9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
2 other persons and organizations proposed for those portions of the Work as to which
3 the identity of Subcontractors, Suppliers, and other persons and organizations must
4 be submitted as provided in the Contract Documents or upon the request of the City.
5 City also may consider the operating costs, maintenance requirements, performance
6 data and guarantees of major items of materials and equipment proposed for
7 incorporation in the Work when such data is required to be submitted prior to the
8 Notice of Award.
9
10 17.3. City may conduct such investigations as City deems necessary to assist in the
I l evaluation of any Bid and to establish the responsibility, qualifications, and financial
12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
13 organizations to perform and furnish the Work in accordance with the Contract
14 Documents to City's satisfaction within the prescribed time.
15
16 17.4. Contractor shall perform with his own organization, work of a value not less than
17 35%of the value embraced on the Contract, unless otherwise approved by the City.
18
19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
20 responsive Bidder whose evaluation by City indicates that the award will be in the
21 best interests of the City.
22
23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
27 comparable contract in the state in which the nonresident's principal place of
28 business is located.
29
30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
31 to be awarded, City will award the Contract within 90 days after the day of the Bid
32 opening unless extended in writing. No other act of City or others will constitute
33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
34 the City.
35
36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
37
38 1 . Signing of Agreement
39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
41 Contractor shall sign and deliver the required number of counterparts of the Agreement to
42 City with the required Bonds, Certificates of Insurance, and all other required documentation.
43 City shall thereafter deliver one fully signed counterpart to Contractor.
44
45
46
47 END OF SECTION
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised November 27,2012
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 CIO Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
1�1 CIO Form is on file with City Secretary
CIO Form is being provided to the City Secretary
CIS Form is on File with City Secretary
1 CIS Form is being provided to the City Secretary
BIDDER:
JLB Contracting, LLC By: James G Humphrey
PO Box 24131 g I
Si nature: _���; ., � L._I r""
Fort Worth, Texas 76124 Title: Sr Vice President
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 CPN 02369 2014 GIP Year 2 Bid Proposal Workbook
00w00
BID FORM
Page of
SECTION V041 00
BID FORM ADDENDUM No. 1
TO: The City Manager
ob:The Purchasing Department
1OD0ThroohmortonStreet
City of Fort Worth, Texas 76102
FOR: 2O14C|P YEAR 2'CONTRACT 1
City Project No.: 2369
Units/Sections: Unit 1 : Water Improvements P2S3'88217D236987
Unit 2: Sewer Improvements P25B-7O217O238987
Unit 3 :Asphalt Pavement
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is aooepbad, 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 inourance, will do so pending contract award, and will
provide a valid insurance certificate meeting all requirements within 14 days of notification of award.
23, Bidder certifies that this Bid is genuine and not mode 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, orcorporation.
2A. 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 uf this Paragraph:
a. "corrupt preotiue" means the offering, giving, receiving, or soliciting nf any thing of value likely to
influence the action ofa 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(o) Uu deprive City cf the benefits of free and open competition.
c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or Without
the knowledge of City, a purpose of which imho establish Bid prices atmrtifinieLnon-competitive
levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their
CITY oF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cPwouueeuo`4o/p Year v Bid Proposal Workbook
Form Revised un1voazr Addendum mu 1
0041 00
BID FORM
Page cofo
property to influence their participation in the bidding process or affect the execution ofthe
Contract.
3. Prequa|ificabon
The Bidder acknowledges that the following work types must be performed only by pnaqua|ified contractors and
subcontractors:
a. Water Diabibudon. Urban and Renewal, Open Cut(12"and smaller)
b. Water Distribution, Urban and Renewal, Open Cut(8" and smaller)
o. Sewer Collection System, Urban and Renewal, Open Cut(8^ and smaller)
d. HMAC Street Rehabilitation Heavy Maintenance and all items directly associated with the paving.
4. Time of Completion
4.1. The Work Will be complete for Final Acceptance within 380 days after the date when the
the Contract Time commences ho run ao provided inParagraph 2.O3of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement aatu liquidated damages in the event cf failure bocomplete
the Work(and/or achievement of Milestonesl within the times specified in the Agreement.
5. Attached tmthis Bid
The following documents are attached to and made e part of this Bid�
a. This Bid Form, Section 00 41 OO
b. Required Bid Bond, Section OO 43 13 issued bya surety meeting the requirements of Paragraph
5D1of the General Conditions,
c. Proposal Form, Section OO4243
d. Vendor Compliance to Sbs1a Law Non Resident Bidder, Section 00 43 37
e. K0VVBE Forms (optional at time of bid)
f, PrequeUfication Statement, Section OO4512
g. Conflict of Interest Affidavit, Section DO3513
*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
8.1 Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the
space provided be|mw, please enter the total bid amount for this project. Only this figure will be reed publicly
by the City a1 the bid opening.
62. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is
subject 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 op FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpwooase2o14u/p Year 2 Bid Proposal Workbook
Form Revised cu1uuacr Addendum wo.1
0041 00
BID FORM
Page 3 of 3
Total Base Bid Unit 1: Water Improvements $1,679,997.15
Total Base Bid Unit 2: Sanitary Sewer Improvements $173,984.25
Total Base Bid Unit 3:Asphalt Pavement $1,560,315.50
Total Bid $3,414,296.90
7. Bid Submittal
This Bid is submitted on Thursday, July 23; 2015 by the entity named below.
Respectfully submitted, Receipt is acknowledged of the _Initial
following Addenda:
By: ✓ f% r -- ® - f Addendum No. 1: -)
(Signature) Addendum No.2:
Addendum No. 3:
James G Humphrey Addendum No.4:
(Printed Name)
Title: Sr Vice President
Company: JLB Contracting, LLC Corporate Seal:
Address: PC Box 24131 tt%%J11111f,11 ®®
Fort Worth,Texas 76124 .`® � f� ®®i
State of Incorporation: Texas
Email:
® „Af A Z
®®®j 0`•........ �, ®®
Phone: 817-261-2991 ®®i® �T WOO `®®®
1®1®!li1111```
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02358 2014 CIP Year 2 Bid Proposal Workbook
Addendum No.1
Form Revised 20120327
00 42 43
IND PROPOSM
Nip i of 3
SECTION 00 42 43
PROPOSAL FORM
2014 CIP VEAR 2-CONTRAC,r 1,UNITA,2,&3
UNIT PRICE BID Bidder's Application
ADDENDUM No,I
Prqieci Itein Information Bidder's flioposal
of Bid
_F45fist Win Demiption spwific ion Unit 91xi Bid Value
No� Sect oillla1. FlCtu 111T Quzntj:ry
UNIT 1: WATER IMPROVEMENTS
I 17'Water Pipe, 3
'i 3311.0361 10"PVC, Water Pipe 3311 12 1.F 665 $5'1 201 $j4,6400
4" ,5311.®251 8"PVC Waiter Pipe 331 1 1 1 1 r.2 Ll 91012'5 1 1 1 $3955 $356„935.75 1 1 1
4..... 3311.0151 1 6”-PV I C I Water 11 Pi I pe 331 1 LF 35 $35-00 -$1-„225.010-
5 3305.0003 8”Waterline Lowering 3305 12 EA 13 $3,590,00 $46,670roo
6 3312.3005 12"Gale Valve �3f2 k' Elk' i -$-2"j35-,'00- 2,76-6,60-
7 3312.1 300 1 4—10"11 Gate I Val I ve 3'5 12 26 s2,210'06 s15,4466
8 3 312,300 3 8"Gate Va N e 33 12 20 EA 35 $1,515.00 $53„025.®0
3312.3002 5°°,Gate,VIM,vel 33 1 1 2 261 I "A' 9 §1,075 00 $9,676 00
10 3312 4,107 12”x 8"Tapping Sleeve Valve 313 1225 EIA, 1 $3,145 00 $3,145,00
il 36ii.666bii ir'o"n,Water Rftings w/Restraint 33 11 1 11 1 TO I N 8 1 $6,98 11 5�.1 00 11$55,550-0 1 0
12 0241.1001 Water Line Grouting 0241 14 CY 20 $145.00 $21966:60
13 6241,1510 Salvage Fire Hydrant 0 1 2-4.1.1 1 4 EA 9 $29000 $2,,320.00
14 0241,1511 Saivage 374"Water Meter 186 $15,750.00
15 3305.0109' Trench Safety 33 6,�'10 OF 990 $1 16 $1,148 40
16 3312.0001 Fire Hydrant 33 12 40 EA 9 $3,025,00 $27,225.00
-3-31' �Ai '"Wate
17 2,2 7 r Service,Meter Reconnection 331210 EA 1 $29000 $290.00
18 j3112203 2"Water Service- 33 12 10 A 1 $2,79400 $2,7940'0
19 3312 2101 1 1/2"Water Service,Meter Recom"iection 33 1210 EA 1 $29000 $290,00
20 3312.2103 1 1/2"°Water Service 33 12 10 EA 1 $2,620,00 $2,620.00
21 3312.2001 i"Water Service,Meter Reconnection 33 180 $17500 $31,500.06
22 3312,2003 1"Water Service 331210 EA 115 $1,10000 $126,500.00
23 bj1'Z266i i-PrivateWater'S'ervice 3�i 1�,10 'OF.. 7 8"5 $40 1 75 1 1$1 3 1 1-1 9 1 88 11 7 1 5
.. .........
2 4 3 3 12 20 0 2 1 Bo r e d Water Se r vice 33 12 10 EA
25 3312,0117 ConU'iecbontoExrstir)g4"'...12"WateirMa�ri 33 12 25 EA 29 $875.00 $25,375,00
26 01241 1 1-1302-Remove I 11 I 6"-Water I 'VaNe 0�1 4 'LA .... .....3 $116,00 $345.00
2-7 33040101 Temporary Water Services 33 04 361 LS 1 $81,560.616 j $81,500.00
28 3201,0400 T I emporary Asphaft Paving Re I pair(2"HM I A I C 1 16"CTIB) 3201 18 LF 6100 t23.30 $i42,,130.00
29 3201.0111 4"Wide Asphalt Pvmt Rerwii,Res6denba9 32101 17" 9..F 6625 $5470 $362,367,50
30 3201.0614 Conc Pvrnt Repair,ResidentW 320129 SY 150 $157,00 $23„550.00
31 3216.01101 e Cdnc'Curb'and Gutter I 32 16 13 OF 260 $45.50 $9,100.00
'”,
32- 9999 1 0 1 1 1'Te 11 rn I po I rary 11 Asphalt Curb&Gutter 99199 00 CF 750 $235 $11362.56
33 3213,0400 5°Concrete Driveway 32 13 20 SF 550 $1515 $8,33Z50
34 11 1 9 1 9 9"9 0,0 T ern I p I o,r,a,r,y A-s-p I It I a,11,t D,r0ve I way Sidewalk 9499 d6 .... ... ...900 52 35 .............
35 3213.0301 4"Conc Sidewalk 32 13 20 SF 100 $1500 $1,50000
3 6 3292 0100 B I o,c k Sod P1 a ce ment 3292 13 8 00 $9.30 $7,440.00
3 11 7 3216.0301 1 1 11 1 11 11 9"1 Conc Vafle I y 11 Gutter,Residential 32161,4 B)� '46 $235 06 $2,350.60
............................
38 3305 2104102 13 Exploratory Excavation of EAsong Utifties 330530 EA 3 $58000 $1,740,00
39 3 1 231 1 11 11 1-6 1'F I e I nc I es,Wood 323129 1 LF 26 $87,00 $1,740.00
40 99 99 0'2139 oc k Pavers 16 SF 150 $29 00 $5,220 001
41 99 99 02 Rock,Landscape Bed and Plantings 331210 SY 20 $117.00 $2,340,00
4 1 2 11 99 9 1 9 02 Lan I d I s I c I a I pe Ed-ge 33 1210 0' 76 $7660 $51766.66
4 1 3- 1 99 990 1 5 11 R I e 11 m 11 o I v I e I R I epi I a I c I eGuardrail 9999 1 02 EA 2 ti§ 5.06 $1 1,7,50,00"
44 99199 06 Remove/Replace Concrete F lurne 99 99 03 SF: 160 $17,50 $2180&00
45 9999 02 Rernov e/Replac e Stone Walk 32 14 16 §r- 25 $4075 $1,0181715
46 4944 664-incii'Wood Retaining Wa98' 32 31 29 OF 35 i $9300 $3,255.00
47 0171.0001 Construction Staking 0,17,123 ILS 1 $13,7507.001 $13,75000
45 01171.0002 C a n s t r u c t io n Survey 0 17123 9-S 1 $7,655.00 $7,655 Oq
49-
34fi:666 tra� c Control 3 1,6, 660.66
Subtotal Water $1,679,997.15
. ..............
(11T OF FORT WORTH
S rANDARD CONSTRUCTION SPEXIFTCATION WCUMENT S
Fami Re,nd 200 M20 CPNI 02369 20H OP Yew 2 Wd Flfqrowa Wmkbwk xb
004243
BID PROPOSAL
Page 2 of 3
SECTION 00 42 43
PROPOSAL FORM
2014 CIP VEAR 2-CONTRACT 1,UNIT 1,2,W
UNIT PRICE BID Bidder's Application
ADDENDUM No.I
Project Item Information Bidder's Proposid
Bidlist Itzin Descripfion specifi-i- Unit of Q",i, udt m.". Bid Value
Section Nod mewure wit
;�UNIT 2 : SANITARY SEWER IMPROVEMENTS
3351,4115 8",SewerPipe 3311 10,33 LF —1-= $51,20 $52,,224,00
� "I I'll 11 11��, 11 11-111,11,16 -, I ''"""4i4 42_.00"'
2 0241,2201 Remove 4'Sewer Manhole 0241 14
3 0241,2012 Remove 6"Sewer Line 0241 14 LF 65 $11.65 $75725
4 3301.0002, Post-CCTV Ins non 33 01 31 LF 1020 $190 $2,958.00
5 3305,0109 Trench Safety 330,510 LF 1020 $2.35 $2 397 00
6 3301,0101 Marinate Vacuum Testing 3301 30 EA 6 $175 00 $'1,0K00
7 I'll, 3331 1 310111 4"11 Sewpr Ser I vice 33 31 50 24 $676.66 $21,000.00
8 3339 AD 1 1 0-11 4 1 Ma 11 nh I ale- 133 39 1 10,33 E I 4 1 0 A 6 $3„6410-00 1 $23,040.00 1 1 1 1
9 3339 1003 4' xtra Depth Manhole 333910,33 VF 10 $29000 $2,900.00
10 3339.0001 Epox Manhole Liner VF 20 $205.00 $4,100.00
111.111-1 11-11-11111,-j-. Y"”, __ __ "'' , I'll, I I I I , $,I 17.00... ............
11 0241,2102 6"Sewer Abandonment Plug .14 $468.00
12 0241,2001 Sanitary Ure Grouting 0241 14 CY 20 $145.00 $2,900 00
13 3366.6262 Impoked E 11 m 11 b I e d I 11 m is I nt I I B I a I ckfi I H,.CS I S 33 11 0 11 5-10 C 20 $35.60 i700.00
14 3201,0400 Temporary Asphalt Paving Repair 3201 18 CF 20 $24.00 $480.00
15 3201.01111 4°Wide Asphalt Pvmt Repair-,Residential 3201 17 LF 700 $55.00 $38,500.00
16 3216.0101 6"Conc Curb and Gutter- 32 16 13 LF 20 $47.00 $940.00
00
17..
7 1 gavel 11
Alley-R 1 e-m- o I I ve/R I e pI i a I 1I 1 I I I 3201 18 LF 1 4 2 1 0 0.6 .........
50.66
.
1 8 3216.0301 9"C o n c Valley utter„residential_
i613 'SY 10 $23600 $213W00
19 3213.0301_4"Conc Sidewalk 32 13 20 SF 50 $15,14 $757.00
20 3292.0100 Bloc k Sod P lac e men t
........$9 30 X93 00
..........
21 3305 0103 Exploratory Excavation of Existing Utilities 330530 $585.00 $58&00
22 0171.0001 Construction Staking 01 71 23 LS 1 $2,210.00 $2,210,00
23 0171.0002-Construction Survey 0171 23 I S 1 $1,650.00 1-11,111,2 11 4 3471 1 11"1 11�0001.,T 1 1 11 ra I ffic 11 Co I nt 11 to I 1 3471 13 16 0 001 $4,640.00
_Subtotal sanitary Sewer $173,98425
('I I Y Of FORT WOR rH
STANDARD CONSTRK.JMON SPECIFICAMN DOCUMENTS CPN 02369 2014 CIP Yew 2 Bid Pmpy.W WW,bDok..h
F=ilkc,�.wJ2000120
00424:V
BID PROPOSAL,
Par 3 OF
SECTION 00 42 43
PROPOSAL FORM
2014 CIP YEAR 2-CONTRACT 1,UNIT 1,2,&3
UNIT PRICE BID Bidder's Application
A 3DEND U N1 No.I
Project Item Information Bidder's Proposal
Bidlist Item lit of Bid
kJ®. Description F, Unit Price Bid Value
ou
Section No. Measure Qaanti!�_.
'UNIT 3 : ASPHALT PAVEMENT
1 330151,101,08Mlisolel I anPqusA, dJiustmeri(Utilities) 00 05 08 LS 1 $6,000.00 T6_,000.00
0241.1300 Remove Concrete Curb&Gutter- &41 15 LF 178�46 $3.47 t60,863.80
3 3216.0102 6"Concrete Curb&18"Gutter 32 11 6 iJ LF 18500 $25.33 $468,605.00
..................I 1 111111111111, ................
4 9999 9999 4"Concrete Curb&118"Gutter 32 16 13 LF 4500 $25.33 $11 3,98500
_.........._111-111111111........................ ..................
5 0241.0401 Remove Concrete Driveway 02 41 13 §F' 19500. .. ........... $0.83...............$16,185 06,
6 .3213 0 4 0 1 6 Concrete Dh ve way 32 13 20 SF 1 19500 $6.85..,...$133"575.00
7 0241,0100 Remove Sidewalk 0241 13 SF 5600 $0.87 $4,872 00
8 3213.0311 4"Concrete Sidewalk 32 13 20 SF 6400 $5.40 $34,560.00
..............................................
9 0241.1400 Remove Concrete Valley Gutter 0241 15 SY 165 $10.50 $1,732.50
..................................... .............
10 321&0302 7"Concrete Valley Gutter, 321613 SY 280 $58.00 $16,240,00
11 Remove&Replace 5'Storm Drain Inlet-Top EA 1 $1,745.00 $1,745.00
. .......... ' I'll,tlil-111,1 1 1 1111;�51 1111111
024 2"''Pavement,Surface Milling 041115 Sy 14M 10 1440.00
13 0241.1700 11"Pavement Pulverization 0241 15 SY 11445 $4.56 $62 418�16 1111.,14 3212.0302 2"Asphalt Pavement Type D 32 SY 14200 $12.68 $180,056.00 1111.
15 3212.0303 3"Asphalt Pavement Type D 32 12 16 SY 11445 $119.53 $223,520.85
_ 1111
16 3211.0600 Cement Modification 1 311 b stsy 32 11 33 TN 74 $144.00 $10,656.00
...................
17 9999.0000 Roadbond EN1 6A 60 $12U0 t10,806.66
1,11,_.1......................................................... ............
3211.01 22 6"Flex Base,Type A,GR-2 32 11 23 SY 100 $1600 $1,600.00
.......................
.............
19 3305 0112 Water Valve Box Adjustments(with Concrete Collar) 330517 EA 53 $370.00 $19,610.00 1111.
1,111 20 3305 0112 Manhole Adjustments(with Concrete Collar) 330517 EA 6 $740�00 $4,,440.00
21 3305.0107 Misce Ilan eous Adjustments(Water Meter Box) 33 05 14 EA 118 $52.50 $6,195.010
11-111,11-2 1 2 1 3123.0101 11 1 1 11 U nc 1 a I ssifi e I d I'lSl tr I e at Ex vat ion 1 31 21 31 1 6 Cy 466 $kbo $12,000.00,,",1111.. ....-
'
23 3291.0100 Topsoil 3291 19 CY 700 $16.75 $11,725.00 1111.1111111 1...............
24 9999.0000 Curb Address Painting 321725 EA 158 $42.00 $6636.00
25 3292,0100 Block Sod Replacement 329213 SY 3300 $4.28 $14,124.00
..............
26 0241.0300 Remove ADA Ramp 0241 13 EA 9 $99.00 $891.00
1,111 27 9999.0000 ADA Ramp, EA 10 $860.00 $8,600,00 1111..
321T0001 4"Solid White Thermoplastic(HAS)Lane Lines 321723 LF 1200 1.09 $1,308.00 1111.
29 3217.0301 12"Solid Pavement Markings(Cross-walk,White) 32 17 23 LF 120
...............,'"'I'll"............
30 3217.0305 Stop Bars Pavement Markings 321723 LF 315 $6.75 $2,126.25 1111.3 11 1 0171.0001 1 C 11 I o 1 n I I s t r ti on S t a king 01 71 23 LS. i $19„550.00 $19"550.00
1,111, ".......................... .......
32 0135.0201 R e mo bi lizto n(miscellaneous only) 01 7000 LS 1
... .... $1,800.00 $1„800.00....... ....
33 9999.0096 Paving Construction Allowance EA 1 $68,000.00 $68,000.0d0
ISubtotal Asphalt Pavement $1,560,315.50
Total r Sanitary er phalt Pavement Year
Contract 1 $3,4114,296.90
CITY OFFORTWORTH
STANDAKD CONSTRUCTION SPECIFICATION DGCUMENTS
Fk 20120120 CPN 02369 2014 CIP Yew 2 Bid Pmpmd WaKbwk.xb
004337
VENDOR COMPLIANCE nz STATE LAW
Page I of I
SECTION OO43 37
VENDOR COMPLIANCE T0 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
mmnstruction, 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 o nonresident bidder in
order to obtain o comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident
bidders must check the box in Section B.
A. Nonresident bidders in the State of ' - ' . our principal place of bumineos,
are required to be percent lower than resident bidders by State Law. A copy of the
statute ioattached.
Nonresident bidders in the State of our principal place of buo|neso,
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:
JLBCmntnacting` LbC By: James Humphrey
PC) Box 24131
Fort Worth, Texas 76124
Title: Sr Vice President
D ate
END OF SECTION �n m�,q��N� �@�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
opwo2zsyoo1wc/p Year 2 Bid Proposal Workbook
Form Revised oo11oaor
004511 -1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
3
4 1. Summary. All contractors are required to be prequalified by the City prior to submitting
5 bids.To be eligible to bid the contractor must submit Section 00 45 12, Prequalification
6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
8 Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based on a technical evaluation and
I 1 financial analysis of the contractor. The information must be submitted seven (7)days prior
12 to the date of the opening of bids. For example,a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31 st day of March
14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application,the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
23 of Incorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxpermit/and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun &Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects.The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequalification Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
0045 11 -2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact, independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or(2)express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital =current assets—current
26 liabilities)by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared,the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequalificatian Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (I) In those schedules where there is nothing to report, the notation of
37 "None" or"N/A" should be inserted.
38 (2) A minimum of five(5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS CPN 02369
Revised July 1.2011
004511 -3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
3
4
5
6
7
8 END OF SECTION
9
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
0045 o z
pxs0UAupICxnowsmTEmENT
Page / of
| SECTION 0045X2
2 PRB0UAL|P|CATION STATEMENT
3 Each Bidder for uCity procurement is required to complete the information below by
4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the
5 major work type(s) listed.
6
Contractor/Subcontractor Company Prequalification
Major Work Type il
Name t��Expiration 'Date
(12-and smaller)
t,'rban and Renewal, Open
("lit (8"amlsinallccr)
Rehabilitation Hemij,
,11failitenance an4l all items
the paving.
7
0
A The undersigned hereby certifies that the contractors and/or subcontractors described in
lO the table above are currently preguu|ified for the work types listed.
11
|2 BIDDER:
73
14 JLB Contracting, LLC By: James G. HuMphrey_
15 Company (Please Print)
16
17 PO Box 24131 Signature:
10 Address c^
)g
20 Fort Worth Texas 76124 Title: Senior Vice President
21 City/State/Zip (Please rnnq
23 Date:
25 END OF SECTION
CITY or FORT WORTH zo}4c/p Year z-contract/,Unit/.1 and s
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpNoz3m
Revised July 1,2011
FORT WORTH
SECTION 00 45 13
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Mark only one:
Individual
Limited Partnership
Name under which you wish to qualify General Partnership
Corporation
Limited Liability Company
Post Office Box City State Zip Code
Street Address(required) City State Zip Code
Telephone Fax Email
Texas Taxpayer Identification No.
Federal Employers Identification No.
DUNS No. (if applicable)
MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCKMORTON STREET
FORT WORTH,TEXAS 76102-6311
AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION"
0045 13-2
BIDDER pxsVu^up/cxruOwAPPLICATION
Page zo/x
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your Gnn:
(Check the block(s) which are applicable—Block 3 is to be left blank if Block I and/or Block 2 is
checked)
| |
Has fewer than 100 employees
and/or
�
��
| | Has less than $6,OOO,000.00inannual gross receipts
�
OR
�
��
| | Does not nneetthe criteria for being designated usnna|| business as provided in Section
�
2OO6.O0| of the Texas Government Code.
The classification of your finn as usmal| or large business is not u factor indetermining eligibility to
beconocpcequa\ified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring-24-inch diameter casing and less
Augur E}oring-Greater than 24-inch diameter casing and @7eu1ec
Tunneling—36-luches-60—inches. and 350LF or less
Tunneling- 36-lnchea-60—inches, and greater than 350LP
Tunneling—d6"and greater, 350LF and greater
Tunneling—06"and greater, 350 LP or Less
Cathodic Protection
Water Distribution, Development, 8-inch diameter and smaller
Water Distribution, Urban and Renewal, 8-inch diameter and smaller
Water Distribution, Development, \2-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, Development, 24-inches and smaller
Water Transmission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Orban/Ftenewul, 42-lnches and smaller
Water Transmission, Development. All Sizes
Water Transmission, Orbun/ALcncwu|_ All Sizes
Sewer Bypass Pumping, |8-inches and smaller
Sewer Bypass Pumping, |8-inches-36-inchcs
Sewer Bypass Pumping 42-inches and larger
CCTV, 8-inches and smaller
CCTV, l2-inchem and smaller
CCTV, |8-inches and smaller
CCTV, 24'inchcs and smaller
CCTV, 42-inches and smaller
| |
CCTV, 48-inches and smaller
CITY nr FORT WORTH m/4ce Year z'coo,m:t/,Unit/,z.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS crmoz3o9
Revised December zo'zo/z
0045 13-3
BIDDER PREQUALIFICATION APPLICATION
Page 3 of 8
MAJOR CATEGORIES, CONTINUED
Sewer CIPP, 12-inches and smaller
Sewer CIPP, 24-inches and smaller
Sewer CIPP, 42-inches and smaller
Sewer CIPP, All Sizes
Sewer Collection System, Development, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-inches and smaller
Sewer Collection System, Development, 12-inches and smaller
Sewer Collection System, Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Development, 24-inches and smaller
Sewer Interceptors, Urban/Renewal, 24-inches and smaller
Sewer Interceptors, Development, 42-inches and smaller
Sewer Interceptors, Urban/Renewal,42-inches and smaller
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urban/Renewal,48-inches and smaller
Sewer Pipe Enlargement 12-inches and smaller
Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
Sewer Cleaning, 24-inches and smaller
Sewer Cleaning, 42-inches and smaller
Sewer Cleaning, All Sizes
Sewer Cleaning, 8-inches and smaller
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards)
Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance(UNDER $1,000,000)
Asphalt Paving Heavy Maintenance($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards)
Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER)
Roadway and Pedestrian Lighting
CITY 01:FORT WORTH 2014 CIP Year 2-Contract I.Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S CPN 02369
Revised December 20,2012
004513-4
BIDDER PREOUALIFICATION APPLICATION
Pape 4 of'8
T. List equipment you do not own but which is available by renting
DESCRIPTION OF h l lT"lw I°.l Wl.h ' --,-,N---AM'-E--A--ND--TAT—Al�1------
ED ADDRESS OF OWNER
....................
............
2. How many years has your organization been in business as a general contractor under your present
nanic?......................................-........... ............ ...........
List previous business narnes:.--..—,,
...............
3. How many years of expei-ience in ............. ----construction work,has your organi7ation
had:
(a) Asa General Contractor:........................................... (b)As a Sub-Con tractor:__---
4., at projects has your organimion completed in Texas and elsewhere?
7-f.—,AS—S —L O—C A T I—ON NAME,' AND DETAI.I.B.')
CONTRACT OF DATIE crry-couwy- ADDREISS OF OFFICIAL TO
AMOUNT WORK COMPLE'A"'ED STATE WHOM YOU REFER
...........
................
..........
*If requalifying only show work performed since last staternent.
.Have you ever failed to complete any work awarded to),10 ".............-..mm .............
if so, where and why?,,,.,_,...............---.........................---—------.-
6.Has any offlicer or owner of your organization ever been an officer of another organization that failed to
complete a ..................
If so, state the name of the individual, other organization and
............... ................
7.Has any oinficer or owner of your organization ever failed to complete a contract executed in his/her
............. .......
if so, state the name of the individual, name of owner and reason' ....................
............ ..................---................
CITY OF FORT WOU11 2014 CIP Year 2-Con trwt 1,Unit 1:,2,and 3
STANDARD CONSIRUCTION SPIX1FICATION DOC ➢MUNrs CPN 02369
Revised December 20,2012
0045 13-.5
BIDDER PRIEQUALIFICATION APPLICATION
Page 5 of 8
8® In what other lines of business are you financially
...............---..............................
..................
9. Have you ever performed any work.for the City?--"'..........................
If so, when and to whom do you .......
10. to names and detailed.addresses of all producers from whom you have purchased principal
materials during the last three years.
—WA—ME, OF FIRM OR COMPANY DETAILED ADDRESS
...............................
.........................
....................................................
I L Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship
to this person or .................................. ......
................
12., at is the construction experience of the principal individuals in your organization?
PRESENT MAGNITUDE
POSITI.ON OR YEARS OF' AND TYPE OF fN WHAT
NAME OFFICE EXPERIENCE WORK CAPACITY
13. If any owner,officer, director, or stockholder of your firm is an employee of the City, or shares the
same household with a City employee,please list the name of the City employee and the relationship. In
,addition,list any City employee who is the spouse, child, or parent of an owner,officer, stockholder, or
director who does not live in the same household but who receives care and assistance from that person as
a direct result of a documented medical condition.This includes foster children or those related by
adoption or inarria Vie.
--- ...............
CITY OF FORT WORTH 2014 CIP Year 2-contract 1,Unit 1,2,and 3
STANDARD CONSTRI.A."11ON SPF',CIFICATION DOCIUMENTS CPN 02369
Revised December 20,2012
004513-6
BIDDER PRrQUALIFICATION APPLICATION
Pap 6 of'8
CORPORATION BLOCK PARTNERSHIP BLOCK
If a corporation: If a partnership:
Date of Incorlmration State of Organi?.ation
.
....................................
Charter/FiIeNo. Date of organization
President Is pwinership general, limited, or registered limited
hability partnership?
Vice n-esidents
.........................
File No.(if Urnited
Partnership)
General Panners/Officers
............................ .............
...............
secrewy Limited Partners(if applicable)
'treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
.......... .....................
State of Incoij)oration
Date of organization
File No. Individuals authorized to sigm for Partnership
Officers or Managers(with titles, if any)
...................
................ ....................
.............. ........ .............................
Except for limited partners,the individuals listed in the blocks above are presumed to have ullmm
signature authority for your firm unless otherwise advised® Should you wish to grant signature
authority for additional individuals, please attach a certified copy of the corporate resolution,
corporate minutes, partnership agreement, over of attorney or other legal documentation is
grants this authority.
CTTY OF FOR'r WORTH 2014 CIP Yea.T 2.-Conlrdieft 1,Unit 1,2,and 3
STANDARD CONSTRIJC 110N SPECIFICATION DOCAMEINTS CPN 02369
Reviwwd Dmember 20,2012
004510-7
BIDDER PRF�QUALIFKIATION APPLICATION
Page 7 of 8
14. Equipment
TOTAL
BALANCE SHEET
ITEM ' QUANTITY ITEM DESCRIPTION VALUE
...........
2 .......——-------
—jT.. .............. ——------
4
................
6
..
......... .............................................................................. ........
7
............
8
9
10
............... ............................
12
......................
1.3
14
............ ...................................................... ...... .................
15
.............
16
..................----..............
17
—18— .. .
....... .......
19
...........
20
...............
2',
............... ......... ..........
22
——-——------------ ........
23
...................... ——----------
25
..................
26
...............
27
.....................
28
......——------------
29
...................
30
..............
Various-
................ ................
TOTAL
Similar types of equipment may be I uniped together. If your fimi kiwi more than 30 types of equipment,
you may show these 30 types and show the rernainder as "various", Tlie City, by allowing you to show
only 30 types of eqUipatent,reserves the right to request a complete, detailed list of all your equipment.
The equipment list is a representation of equipment under the control of the firm and which is related to
the type of work for which the firrn is seeking qualification, In the description include,the manufacturer,
model,and general common description of each.
CFTY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION IX)CUMEN'rs CPN 02369
Revised December 20,2012
0045 o n
BIDDER m EQUAL]prAnuwAPPLICATION
Page nmn
BIDDER PRE QUALIFICATION AFFIDAVIT
STATE OF
COUNTY OF
The undersigned hereby declares that the foregoing ioutrue statement ofthe financial condition ofthe
entity herein first named, as of the du1c herein first given; that this ainzennen1 is for the express purpose of
inducing the party inwhom it is submitted to award the aubmitterucontract; and that the accountant who
prepared the balance sheet accompanying this report as well as any depository, vendor or any other
agency herein named is hereby authorized to supply each party with any information, while this statement
is in force, necessary toverify said aiuiemenc
being duty sworn, deposes and auya that
he/she is the of the entity
described in and which executed the foregoing statement that he/she ia familiar with the books of the said
entity showing its financial condition; that the foregoing financial statement taken from the books of the
said entity as of the duic thereof and that the unavvera to the questions of the foregoing Bidder
Prequalification Application are correct and true as of the date of this affidavit.
Firm Name:
Signature:
Sworn io before me this
day of
Notary Public
Notary Public must not be an officer, director, or stockholder or relative t&ememL
CITY or FORT WORTH zo/^c/p Year z'cvntruc`/,Unit 1,z,mus
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpwuz3w
Revised December z0,zn/2
00 45 26- 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No. 02384. Contractor further certifies that, pursuant to Texas Labor Code, Section
6 406.096(b),as amended, it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
8
9 CONTRACTOR:
10
11 JLB Contracting, LLC y: James G. Humphrey
12 Company (Please Print)
14 PO Box 24131 Signature: w
15 Address
16
17 Fort Worth Texas 76124 Title: Senior Vice President
18 City/State/Zip (Please Print)
19
20
21 THE STATE OF TEXAS §
22
23 COUNTY OF TARRANT §
24
25 BEFORE ME, the u signed authority, on this day personally appeared
26 known to me to be the person whose name is
27 bscribed to the for oin nst�u fit, and cknowledQe to me that he/she executed the same as
28 the act and deed of C! >. % { for the purposes and
29 consideration there` expressed and in the cap*Ay therein stated.
30
31 GIVEN UNDER Y HAND AND SEAL OF OFFICE this® day of
32 fV. , 20),�-
33 ,
34
35 zci'L' �, ✓�ssr ,�
36 Notary Public in and for t e State of Texas
37
38 END OF SECTION e_
¢ Notary Public,MAW$i Ta*#
39 my Corn i ;iop 9AP0
March 10,2017
i/rll%°li'1'll(lll, 1'% V,;;0I~x°IIE,yi,,r
i ilaY Iro1/,! '
r G,lRIII ri,
CITY OF FORT WORTH 14 C'>P Yc1x01Z t I Uaj'C,1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
..........
..........
l,J
U
jl� I'll"',
................
g/g/
",///////////......... ..... .....
11,PM,
N"/',
............
K/700, rem/wl/
..........
o
M i
.....................
.. .........
...............
AM�I/
............
-............
' 'M
v
.............
....................
.... ......
e/,
..........
..........
............
..........11
�/,//////////,////�//,//...................................
I'll,.........
.....................
..........
004540-2
Minority Business Enterprise Specifications
Page 2 of 2
1
5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business
or exceeded. day after the bid opening date, exclusive of the bid opening
date.
2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE
3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS.
4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID
BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR
5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR
PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS.
6
7 Any Questions, Please Contact The M/WBE Office at(817)212-2674.
8 END OF SECTION
9
10
11
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised June 9,2015
WY SECRETAW 111243- 1
Agreement
CONTRACT NO,
Page lof 4
l SECTION 00 5243
z AGREEMENT
3 THIS AGREEMENT, authorized nn is made by and between the City nfForth
4 Worth, aTexaa home rule municipality, acting by and through its duly authorized City Manager,
5 (~City"), and authorized to do business in Texas, acting by and
6 through its duly authorized representative, (`^Contruutor'`).
7 City and Cnntrac1nr, in consideration of the mutual covenants hereinafter uc{ forth, agree as
8 follows:
V Article l,WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
\| Project identified herein.
12 Article 2- PROJECT
13 The project fbrwhichtbcVVorkundertheContractDouumentoomuyhe1hewho|eorou|yapmdiu
14 generally described aofollows:
15 2O|4ClP Year 2-Coutnautl, Unit l, 2, and 3-CPNO2309
16 Article 3. CONTRACT TIME
17 3.1 Time iaofthe essence.
lR All time limits for Milestones, if any, and Final Auuep1uuue as stated in the Contract
lV Documents are ofthe essence to this Contract.
20 3.2 Final Acceptance.
21 The Work will he complete for Piuu) Acceptance within 300 days after the date when the
22 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
23 3.3 Liquidated damages
24 Contractor recognizes that time is of the essence of this Agreement and that City will
25 suffer financial |ouu if the Work is not completed within the times specified in Paragraph
26 3.2 above, plus any extension thereof allowed in uuuorduuue with Article 12 of the
27 General Conditions. The Contractor also recognizes the delays, expense and difficulties
28 involved in proving in u legal proceeding the actual |000 suffered by the City if the Work
29 is not completed on time. Accordingly, instead of requiring any such proof, Contractor
30 agrees that as liquidated damages for delay (hut not as u penalty), Contractor ohu|| pay
31 City Six hundred fifty Dollars ($(�50i(K}) for each day that expires after the time specified
32 in Paragraph 3.2 for Final &uueptuuue until the City issues the Final Letter of
33 &uucp1uoue.
CITY or FORT WORTH zo/4c/p Year u'c^ntmot/.Unit 1,z.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C9Nn23bv
Revised August/r`zo/z
005243-2
Agreement
Page uvr*
34 Article 4. CONTRACT PRICE
35 City agrees to pay Contractor for perfonnance of the Work in accordance with the Contract
36 Documents an amount in current funds of THREE MILLION, FOUR HUNDRED AND
37 FOURTEEN THOUSAND, TWO HUNDRED AND NINETY SIX Dollars uodNINQET,YCentm
38 ($3,414,296.90).
39 Article 5. CONTRACT DOCUMENTS
40 5.1 CONTENTS:
41 A. The Contract Documents which comprise the cndn: ugrccnocnt between City and
42 Contractor concerning the Work consist of the following:
43 \. This/\grcenncoL
44 2. Attachments to this Agreement:
45 a. Bid Form
46 \) Proposal Form
47 2) Vendor Compliance to State Law Non-Resident Bidder
48 3) Prrqua\ifice1ionStu1enucot
49 4) State and Federal documents(project specific)
50 b. Current Prevailing Wage Rate Table
51 c. Insurance&CO}lDFomo(m)
52 d. Payment Bond
53 c. Performance Bond
54 [ Maintenance Bond
55 g. Power of Attorney for the Bonds
56 h. Worker's Compensation Affidavit
57 i. MBE and/or SBE Commitment Form
58 J. General Conditions.
59 4. Supplementary Conditions.
60 5. Specifications specifically made a part of the Contract Documents bv attachment
61 or, if not attached, as incorporated by reference and described in the Tuh|c of
62 Contents of the Project's Contract Documents.
63 6. Drawings.
64 7. Addenda.
65 8. Documentation submitted by Contractor prior toNotice of Award.
66 A. The following which may be delivered or issued after the Effective Date of the
67 Agreement and, if issued, become an incorporated part of the Contract Documents:
68 u. Notice 0mProceed.
69 h. Field Orders.
70 c. Change Orders.
71 d. Letter of Final Acceptance.
72
73
CITY op FORT WORTH zo1*c/p Year z-cvnmmt/.Unit/.z,and»
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpwoe3uv
Revised August 1r.zo/c
005243-3
Agreement
Page 3 of
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all
77 claims arising out of, or alleged to arise out of, the work and services to be performed
78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
79 under this contract. This indemnification provision is specifically intended to operate
80 and be effective even if it is alleged or proven that all or some of the damages being
81 sought were caused, in whole or in part by any act, omission or negligence of the city.
82 This indemnity provision is intended to include, without limitation, indemnity for
83 costs, expenses and legal fees incurred by the city in defending against such claims and
84 causes of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
87 the city,its officers,servants and employees,from and against any and all loss, damage
88 or destruction of property of the city, arising out of, or alleged to arise out of, the work
89 and services to be performed by the contractor, its officers, agents, employees,
90 subcontractors, licensees or invitees under this contract. This indemnification
91 provision is specifically intended to operate and be effective even if it is alleged or
92 prover, that all or some of the damages being sought were caused, in whole or 1n Aart,
93 by anv act,omission or negligence of the city.
94
95 Article 7. MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement which are defined in Article I of the General Conditions will
98 have the meanings indicated in the General Conditions.
99 7.2 Assignment of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the City.
102 7.3 Successors and Assigns.
103 City and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreements and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents held to be unconstitutional, void or
108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon CITY and
110 CONTRACTOR.
111 7.5 Governing Law and Venue.
112 This Agreement, including all of the Contract Documents is performable in the State of
113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CIIN 02369
Revised August 17,2012
W524,3-4
Agrmnient
Page 4 of 4
115 7.6 Other Provisions.
116 The Contractor agrees to pay at least miniinum wage per hour for all labor as the same is
117 classified, promulgated and set out by the City, a copy of which is attached hereto and
118 made a part hereof the same as if it were copied verbatim herein.
119 7.7 Authority to Sign,
120 Contractor shall attach evidence of authority to sign Agreement, if other than duly
121 authorized sigriatoi-y of the Contractor.
122
123 W WITNESS WHEREOF, City and Contractor have executed this Agreernent in multiple
124 counterparts,
125
126 This Agreement is eff&tive as of the last date signed by the Parties("'I"'Iffective Date"),
127
Contractor: City of Fort Worth
Bv:
.... ......
Fernando Costa,
B ssistant City Ma r J:0
0
(Signatuire)
Date
Jarnes G. !!Lirnp lire w
.........................
Attest,_ A
(11iinted Nai.n e) City S 'retary
Title: Senior Vice President (Sea]) P�1,0000no
.............
Address: PO Box 24131 M&C
..............
Date:
C'J!.:��'tatelz' , Worth, Texas 76 l 24 A pr ov
........................
.......... ...............
Date Douglas W. Black
Assistant Ci�y Attorney
128
129
130 APPROVAL RECOMMENDED:
131
132
133
134
135 /61RECTOR,
136 Water'Department
137 .1.ll.11,„,-�,��������°:. .".,.,m'll""II.............1111111111..............
OFFICIAL RECORD
CITY SECMI'::'IrUlf
CITY OF FORI"WORTH FT,WORTH,� X 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STAND r("ONSTRAX rioN SPECIFICATION DOO M1 C11N 02369
Revised August 17,2012
0061 13-1
PERFORMANCE BOND
Page 1 of 2
Bond No. 4075946
1 SECTION 00 61 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE SETS:
6 COUNTY OF TARRANT §
7 That we, JLB Contracting, LLC known as "Principal" herein and
8 ---Westfield Insurance Company , a corporate surety(sureties, if more than one)
9 duly authorized to do business in the State of Texas, known as"Surety"herein (whether one or
10 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
11 pursuant to the laws of Texas, known as"City" herein, in the penal sum of, Three Million, Four
12 Hundred Fourteen Thousand, Two Hundred Ninety-Six Dollars & Ninety Cents($3,414,296.90)
13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
14 payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
15 administrators, successors and assigns,jointly and severally, firmly by these presents.
16 WHEREAS, the Principal has entered into a certain written contract with the City
17 awarded the l S day of ��Gt•x�Cr , 20 , which Contract is hereby referred to
18 and made a part hereof for all purposes as if fully set forth herein, to furnish all materials,
19 equipment labor and other accessories defined by law, in the prosecution of the Work, including
20 any Change Orders,as provided for in said Contract designated as 2014 CIP Year 2—Contract 1,
21 Unit 1 2, and 3, City Project No. 02369.
22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal
23 shall faithfully perform it obligations under the Contract and shall in all respects duly and
24 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
25 specifications, and contract documents therein referred to, and as well during any period of
26 extension of the Contract that may be granted on the part of the City, then this obligation shall be
27 and become null and void, otherwise to remain in full force and effect.
28 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in
29 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
30 Worth Division.
CITY OF FORT WORTH 2014 CIP Year 2—Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02369
Revised July 1,2011
0061 13-2
PERFORMANCE BOND
Page 2 of 2
and No. 4075946
I 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 determine,(] in
3 accordance with the provisions of said statue.,
4 IN WITNESS WHEREOF,the Principal and the Surely have SfGNED and SEALED
5 this instrument by duly authorized agents and officers on this the day of 0 201.. "
6 PRINCIPAL:
7 JLB CONTRAC TING
....... LL.0.............. .... .....
8
....................
9
10 BY:
11 1 iattjre
2ggn
12 ATrEST.-
13
jo� 7
14 'e
...........lz=;�er .. ....... �' ®.mm.
15 Fmci 1)Se tary Name and Title
16
17 Address: P.O.BOX 24131
18 76124
19
20
21 W i tn S to incip I
22 SURETY:
23 WESTFILLD INSURANCE COMPANY
24
25
26 BY:
....... .......
27 Sigynature
28
29 Kyj .Wj pgy,,.,Aqi)t -in-Fact .......
30 Name and Title
31
32 Address: 555_9
33 _L)qpo Texas 75074
..........
34 .......
35
36 Wit �04s I I Vii-e 7-y'rEi i zAa b e t h Gray Telephone Nuinber:972-51 6..-260"0.___1_'._
37
38
39
40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both must be provided.
43 The date of the bond shall not be prior to the date the Contract is awarded.
....................................................................................................................
O FFICIA IIRECORD
CITY SECRETARY
.......
0TY OFFORTWORTH 2014 CIP Year 2 :°)�,antract 1,Unit 1,2,and 3
STANDARD copqsTf�.uc'rION&PFC[FICKHON DOCUMENTS City Prqject No.02369
Revised July 1,20133
oom 14-1
mvwENTuONo
Page | oo
Bond No. 4075946
|
SECTION OO6114
2 PAYMBNT80ND
]
4 THE STATE OF TEXAS G
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT G
7 That we, , known as "^Pdooipu|" borciu`
8 and Westfield Insurance Company , u corporate surety
o (mun:hus), duly authorized to do buaiucam in the State of Texas, known as '`Surcty" bcn:iu
|O (whether one or more), are held and Kcnnly bound unto the City of Fort Worth, u municipal
|l corporation created pursuant to the 1uwa of the State of Texas, known as ^^City" herein, in the
12 penal sum of Three Million, Four Hundred Fourteen Thousand,.Two Hundred Ninety-Six Dollars
13 , 1un'fu1 money of the United States, to be paid iu Fort Worth,
14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves,
15 our heirs, executors, administrators, muouennora and uaeigoa,jointly and severally, Oon1y by these
16 presents:
17 WHEREAS, Principal has entered into u certain written Contract with City, awarded
18 the _dayo[ � which Contract is hereby referred to and made
)g u part hereof for all purposes ua if fully set forth herein, to furnish all materials, equipment, labor
20 and other accessories us defined by law, iu the prosecution of the Work as provided for in said
21 Contract and designated as 2014 CIP Year 2 — Contract 1, Unit 1, 2, and 3, City Proiect No.
22 02369
23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal mbu11 pay all monies owing to any (and all) payment hood beneficiary (um defined in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation mbuO he and become uu11 and void; cxbonwiee to remain in full
27 force and effect.
28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
29 Texas Government Code, as amended, and all |iuhi1idoa on this bond mbu1| be determined in
30 accordance with the provisions ofsaid statute.
3)
CITY Op FORT WORTH zowcrp Year z-Contract|.Unit\z.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02369
Revised July 1,2011
0061 14-2
PAYMENTBOND
Page 2 oft
Bond No. 4075946
..................
IN WITNESS WHEREOF, the Principal and Surety have each SIGNI,,,D and SEALXD
2 this instrumetit by duly authorized agents and officers on this the I e
day of
3
PRINCIPAL
jL,B C'0Nj'RA(.'1TING,l ILC
.................. ............ ............. -
.............
ATTEST- BY:
§—ig fi tu re
q.........
............... ..........
a S retary Name and Title
Address-, P.O. Box 24131
EIIurtlas 7.6.11 2.4
Wi ..e,,, as to Pri cipal
I-
SURETY:
WESTFIELD INSIjRANQE COMPANY
..............................................-,--
.............._.._...w. ___....................... .........
A"I.TEST: BY:
S i g/n'-a(u�re
Kyklq���fn..,,_A!Vn 9Y-AL-E_aq,!,
Secretary Name and Title
Address: 555 Rep iq I7xtvq S q i t e 450
Pla oTexas 75074
T."
�zitnes atoSaurety Ell lb Gray
Telephone Number: 972-516-2600
...................
4
5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
6 bylaws showing that this person has authority to sign such obligation. If Surety's physical
7 address is diffierent from its mailing address, both must be provided.
8
9 The date of the bond shall not be prior to the date the Contract is awar(led,
10 END OF SECTION
__1111-1,1111111'',... ...................11.1111111,. .
OFFICIA1 H�ECORD
CIT)"SECRETAFTY
1"'E, WORTHI, 7`11'11
CITY OF FORT WORTH 2014 CIP Year 2 (Zo nibs a,3,I. nft 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.02369
Revised July 1,2011
0061 19-I
MAINTENANCE BOND
Page I of 3
Bond No. 4075946
I SECTION 00 61 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TA NT §
7
8 That we JLB Contracting LI,C , known as "Principal" herein and
9 Westfield Insurance Company , a corporate surety(sureties, if more than one)
10 duly authorized to do business in the State of Texas, known as "Surety" herein(whether one or
11 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of Three Million,
13 Four Hundred,._Fourteen Thousand Two Hundred Ninety-Six Dollars&Ninety Cents
I4 $3 414 2969 lawful money of the United States,to be paid in Fort Worth, Tarrant County,
15 Texas, for payment of which sum well and truly be made unto the City and its successors, we
16 bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,
17 firmly by these presents.
18
19 WHEREAS,the Principal has entered into a certain written contract with the City awarded
20 the_ ° day of � "ff ")'�_, 20�_,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 2014 CIP Year 2-Contract 1, Unit 1,2, and 3, Citv Project No.
25 02369; and
26
27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
28 accordance with the plans, specifications and Contract Documents that the Work is and will
29 remain free from defects in materials or workmanship for and during the period of two (2) years
30 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and
31
32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
33 upon receiving notice from the City of the need thercof� to tirnc„ava ha�11 the Maintenance
34 Period. rF F IC LAL i .fir;;
CITY OF FORT WORTH rv� o°�� 014 CIP Year 2—Contract 1,Unit I,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S City Project No.02369
Revised July 1,2011 w........ „vim
0061 19-2
MAINTENANCE BOND
,xgzvm
Bond No. 4{75946
l
2 NOW THEREFORE, the condition of this obligation io such that d,Principal ohuU
J remedy any defective Work, for which timely notice was provided by City, to a completion
4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
5 full force and effect.
6
7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
8 noticed defective Work, it is agreed that the City may ouuao any and all such defective Work to
9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
\O the Surety under this Maintenance bond; and
11
12 PROVIDED FURTHER, that if any legal action bc filed on this Bond, venue shall lie in
13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
14 Worth Division; and
D
16 PROVIDED FURTHER,that this obligation shall bu continuous in nature and
17 successive recoveries may bc had hereon for successive breaches.
18
19
20
CITY or FORT WORTH zowcoP Year z-Contract/.Unit/.z.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02369
Revised July 1,2011
0061 19-3
If BOND
Page 3 of 3
Bond No.4075946
......................_
I IN WITNESS WHEREOF,the Principal and the Surely have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the. day of
3
4 PRINCIPAL
5 JL,B(,�QNTRACTING,.LLC
6
...................... ...........
7
8 BY':(—
A nature
9 ',", ( - ",
10 ATTEST. 10)4 '1
12
13 (Principal)Secretary Name and Title
14
15 Address:P.O. Box 24131
.............
16 Foit 3yortb j[qxg 76124
........................
17
18 11, Ak J..... ..............
.. ....................................
19 Wit Ss s to . incip I
'V
it s to 111R_nZi'p F
20 SURETY:
21 WESTFIELD INSURANCE COMPANY
..................... ......
22
...........
23
24 BY:
.... ................. ...... .....
25 Signature
26
27 ;yJ. LS_ q�gMAttQriSi -
yjt�-Lact
28 AT Name and Title
29
30 Address: 555_Rep ibliq 1°)rvq,5. ujte 4.50
31 _'Ian( Texas 75074 ...........
32 .................................
33
Surety Eli7abedi(3ray Telephone Number: 972-516-2,600
34 ......
35
36 *Note: If si[pied by an officer of the Surety Company, there must be on file a certified extract
37 from the by-laws showing that this person has authority to sign such obligation. If
38 Surety's physical address is different from its mailing address, both must be provided.
39 The date of the bond shall not be prior to the date the Contract is awarded.
40
....°,.....°,.,
OFFICIAL RECORD
CITY SECREIARY
INORTI 1, TX
CITY OF FORT WORTH 2014 CIP Yea 2 Cad ftt j 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPE"CIFICATION DOCUMENTS :tity Pmject No.02369
RevisedJuly 1,2011
IMPORTANT NOTICE AVISO IMPORTANTE
To obtain information or make a complaint: Para obtener informacion o para someter una
queja:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's Usted puede Ilamar al numero de telefono gratis de
toll-free telephone number for information or to Westfield Insurance Company's /Ohio Farmers
make a complaint at: Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance Usted tambien puede escribir a Westfield Insurance
Company at: Company/ Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450 555 Republic Drive, Suite 450
Plano, Texas 75074-8848 Plano, Texas 75074-8848
You may contact the Texas Department of Puede comunicarse con el Departamento de
Insurance to obtain information on Seguros de Texas para obtener informacion acerca
companies, coverages, rights or complaints de companias, coberturas, derechos o quejas al:
at:
1-800-252-3439
1-800-252-3439
Puede escribir al Departamento de Seguros de
You may write the Texas Department of Texas:
Insurance:
P. O. Box 149104
P. O. Box 149104 Austin, TX 78714-9104
Austin, TX 78714-9104 Fax: (512) 475-1771
Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us
Web: http://www.tdi.state.tx.us E-mail: Cons umerProtection(a)-tdi.state.tx.us
E-mail: Consume rProtection(cDtdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
PREMIUM OR CLAIM DISPUTES: Si tiene una disputa concerniente a su prima o a un
Should you have a dispute concerning your reclamo, debe comunicarse con el agente o
premium or about a claim you should Westfield Insurance Company /Ohio Farmers
contact the agent or Westfield Insurance Insurance Company primero. Si no se resuelve la
Company and/or Ohio Farmers Insurance disputa, puede entonces comunicarse con el
Comapny first. If the dispute is not resolved, departamento (TDI).
you may contact the Texas Department of
Insurance. UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
ATTACH THIS NOTICE TO YOUR convierte en parte o condicion del documento
POLICY: This notice is for information only adjunto.
and does not become a part or condition of
the attached document.
THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME
POWER#AND ISSUED PRIOR TO 04120111,FOR ANY PERSON OR PERSONS NAMED BELOW.
General POWER NO. 4220052 06
Power Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
Ohio Farmers Insurance Co.
CERTIFIED COPY Westfield Center, Ohio
Know All Men by These Presents, That WESTRELD INSURANCE COMPANY, WESTREI D NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to indiivIdually as a 'Company' and collectively as 'CompaniIe ,' 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 appo4it
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETI-I GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorneys)-in-Fact,with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship- - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - -- --- - - - - - - -- -
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE,OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)--in-Fact may do in
the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
'Be It Resolved,that the President,any Senior Executive,any Secretary or any Fidelity&Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney-In-Fact. may be given full power,and authority for and in the name of and on behalf of the Company,to execute,acknowledge and
deliver,any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary,®
'Be It Further Resolved,that the signature of any such designated person and the seal of the Company heretofore or hereafter affi xed to any
power of attorney or any certifi cate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Corrilmny with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting
held on February 8,20DO).
In Witness Whereof,WESTFIELD, INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
APRIL A.D.,2011
Corporate �%O At WESTFIELD INSURANCE COMPANY
Seals
-4 % .......A.k WESTFIELD NATIONAL INSURANCE COMPANY
Affixed
Vy
OHIO FARMERS INSURANCE COMPANY
5�1
I tooli f SM SEAL
:0 1=�
By.
State of Ohio Richard L. Kinnaird, Jr., National Surety Leader and
County of Medina ss.: Senior Executive
On this 20th day of APRIL A.D.,2011 before me personally came Richard L. Kinnaird, Jr. to me known,who, in by me duly
sworn,did depose and say,that he resides In Medina, Ohio;that tie is Senior Executive of WESTFIELD INSURANCE COMPANY,WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described In and which executed the above
lnstrumens that he knows the seals of said Companies;that the seals affi xed to said instrument are such corporate seals;that they were so affi xed
by order of the Boards of Directors of said Companies;and that he signed his name thereto by like order.
Notarial 577---, .0
Seal ...........I'll...............
Affixed
01ty
OFFICIAL, REC
• arlir i J. Kahelin,A rney at Law, Notary Public
State of Ohio %P
�?O imission Does Not Expire(Sec. 147.03 Ohio Revised Code)
ss.: FE, IN
, (lit ri�
County of Medina q
1,Frank A.-Carrino,Secretary of WESTFIELD INSURANCE COMPANY,WESTFlEf D NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby-cextify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies,which is still in full for and effect;and furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are
In full force and eff ect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Wbstfie4d Center_Ohio, this IS day of
A.D.,
%
... ...........
S E�A L
mew1scmrtaey
`°.. C
IB48 !^_
IfsFrank A. Carrino,Seaefary
Y, 1;
lkl
BPOAC2(combined) (06-02)
ACC OR"► CERTIFICATE OF LIABILITY INSURANCE EDATE G MMIDDfYYYY1
2/22/2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: It the certificate holder Is an ADDITI'ONA'L INSURED, the poficy(ies) must Ise endorsed, If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER CONTACT
NAME ._.. Ta y Pearce tarnmy@theoweeneyco.com
theaweeneycomcom
The Sweeney, Company PHONE (51'7)457-6700
MI A%.Ezt). (�A ,No):(017),157-7246
1121 W Loop 520 South E MAIa.. —
.
O Box 5720 ADDRESS._ I.NSURERI,SIAFFORD.INGCOVERAGE ... _NAUC
_ .
Fort Worth TX 76124-0720 INSURER National insurance CgztLpax1� 20109
_ _ _. _ ....
INSURED INSURERC Great AlmericanllerCooe Co oratsoca 20095
,TLB Contracting, LLC 16691
P O Box. 24131. INSURER D.
INSURER E
Fort Worth X 76124 INSURER F.
COVERAGES CERTIFICATE NUMSE'R.15/16 GENL REVISION NUMBER*
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIS1rED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. N01WTHSTANDING ANY REQLAREMENT„ TERM OR CONDITION OF ANY CONTRACT OIR OTHER DOCUMENT VWITH RESPEC'r TO vvHIICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, °II"HE INSURANCE: AFI::0RDED BY THE II-101 ICIES DESCRIBED HEREIN IS SUBJECT TO ALL, THE TERMS,
EXCLUSIONS AND CONDITIONS OI:: SUCH POLICIES.LIM11"S SHOWN MAY HAVE BII::I:::N REDUCED BY PAID CLAMS.
FLTR _........ ....___ "YArSDL SUER .POLkIfY EF'F' POLICY EXP .....,. __..
L7R TYPE OF INSURANCE POLICY NUMBER MMIDDlY'YYY MMdDDlYYYY I LIMITS
X COMMERCIAL GENERAL LIABILITY 1.,000,000
_ .. EACH OCCURRENCE
5
f I Df1Y%A,CI uft.�V�ENTECI _.... .._
A CU..AUIIMS-pMADE. 1 X.1 OCC0.kR PREMISP.YQIw.anc urnenCe1 $ :1.00,000
.. ..._L..... f. ....... ....__,,.. . _
' ........ CONTRACTUAL a:a,llw 1 Cv2740E 9/1a/2$'Il5 9s`19/ZIV.fl.S MICIbL1(IwgAirogaaneParsun7 $ 2.
X XCU '.. PERSONAL&ABV PNJU.RY! $ :1•,000,000
G,EN1 AGGsR'IMG ..T ......... ........ i
I
IAILIIPAUTAPPLII• PER _--
G�I:NIfi2AU AG�craLT�AIL � 2,aaa,oaa
Pou.oG X O_ 1 CC �PrADIaG T
PII 1 2„000,000
... .UL0..T _ � 6 c �C'G7Mf:r/C,1P AQ'1Q"u $
Q PIER;
AUTOMOBILE LIABILITY UMEIVIVF.CD,.UNG LE LIMIT $ 1,000,000
(EP a XIA rltl... --
PLUTO DIED AD111EMAI.,EI) � A a�i% $
B X ANY AIUI'C7 CAP 5274$5 9/19/2111,u �/111/$51.5 BODILY UN tl�➢NY(Per t
opalluru8l
I�IC'9N-rjW4ED G�Cv"OPERtY DAMAGE....._ _
....... R IIIIREI'.'Y AU.V"IfO$w _._..... A,V.d'I"6,75 �yl�„aim aca.Valeorll'.._ ........................ ...... ..
Undennsuruedmotorist S 3.,000„000
X UMBRELLA LIAB X OCCUR 1'ACHOC6:"URRENCE $ 5,000„000
... _.._ ._. .__... ......... ..._....
EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000
1E1 X IREI"ENT'ION$ 10,000 TUU 0016409 aE 9,'30/2015 9p'30/2016 $
WORKERS COMPENSATION X PER OTH-
AND EMPLOYERS'LIABILITY Y t N S 1 A7 U3,'M Elk
---- _.
ANY PROPPIIrI'C:PJPARTI'G["PIEXECI.,71'VE NIA L.l EACIHAC'C„IDENT $ 1,000,000
;DF'UwUC;LRfVWA1�MDE!'t k:.72C,l.tl.dl'SE;D,1 ,,. ... a .�...... -..- ........_
B (Mand.WryInNH) We I E2°14Q4 9{1a1{$tV7.0 9/30/2016 L.t LaosEA E- AEMPLC1Yl.$ $ 1,000,000
If es,df#:�CPPI e under . . .._......... ...._..._..0
D_SC;R'VP1"ION OFOPEURA1VONSIte @w�uw � I...V. D6EASE PCyV.IC;YLIMUT $ 1 000 aa0
A WO SITE POLLUTION CLP62 7406 9/30/202.5 9/30/203..6 $YeO6JC8o000 $5,000 PD DED
DESCRIPTION OF OPERATIONS G LOCATIONS I VEHICLES (ACORD,101,AddltIonal Remarks Schediule,may Ibe attached If more space is requ Ired)
2014 CIP YEAR 2 - CONTRACT 1, UNIT 1, 2, AND 3, CITY PROS #023694 ALL POLICIES INCLUDE A BLANKET
AUTOMATIC WAIVER OF SUBROGATION ENDORSEMENT & THE GL, AUTO & UMB POLICIES INCLUDE A BLANKET AUTOMATIC
ADDITIONAL INSURED ENDORSEMENT PROV'IDI'NG ADDITIONAL INSURED & WAIVER OF SUBROGATION STATUS TO THE
CERTIFICATE HOLDER ONLY WHEN THERE IS A WRITTEN CONTRACT BETWEEN THE NAMED INSURED & THE CERTIFICATE
HOLDER THAT REQUIRES SUCH STATUS4 THE GL ADDITIONAL INSURED ENDORSEMENT CONTAINS SPECIAL PRIMARY
NONCONTRIBUTORY WORDING. THE POLICIES INCLUDE AN ENDORSEMENT PRO'V'IDING 30 DAYS NOTICE OF CANCELLATION
(10 FOR NON-PAY OF PREMIUM) TO THE CERTIFICATE HOLDER.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
CITY OF FORT WORTH ."` THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
.
1000 THROC ORTONP OFFICIAL RECORD ACCORDANCE WITH THE POLICY PROVISIONS.
r
FT WORTH, TX 76102
4
I6yII
u
o AUTHORIZED REPRESENTATIVE IlI I�F
m a
W0, 'UTH, IUr,, C..i'1".A:.rl.es ° / ` „a ti.�@' ..,v.".:.�°'-:». ""f*"''- ,✓,e.""" "'1; M^""¢^"'m"°,....
0 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD
INS025or m ii
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:December2l,2012
�� ���
��&/���������x� ��|���m�x����^ x�������ITI��^n^r ��� �xu�^
�����T� �� ��7r
�����=+r^������~^=^^` ~�^�~ ` ~~~~~`~~
TABLE OF CONTENTS
Page
Article } —Definitions and Terminolou.~.....,.~.._^......^^............................................... ._..........~..........
^~..^....�
1.01 Defined Terms....-._..~^^^^^^.^---~^^^^~`^`~~`^^--^^'^^^^^~—^`~~`^^~^^^`^^`~~^^`-^^~^~^~`~^`^^`~^^^^^—^~^^^^~^^~~-^``^^^^ �
1.02 ,^,,__^^,.,.,,,~,~,__^,,~,.~,,~,,,^,^^^,,.,,,,,,~^,,.~__,.~~~~,,^~,_,,_,^.~~~~~,~,,,~.,.,6
Article 2—Preliminary MaMers_ ............~..~^..~-...~......~.-...-.~..,....'~..............
..'~....~__..^.^..,~^.~...~-~_~~~..^.^~~..~ �
2.01 Copies ofDocumen1s....^....~...,~............... ._,.............. ....................... '....................~....___._^..... /
2.02 Commencement ofContract 'rirne;Notice to Proceed_....................... ...... ,...~.-...,.-.,..........7
2.03 Starting the Work................ ....~.^.............,,,__^^,,,.,.,^,^,,,,,,~~_,,~.,,,,~,,,,,,,',,,,,_~~^,^,,,,,,,,~~',,_,^^^_^^8 ,
2.04 Before Starting C0nstniction................,....._.-...^^^~.~....~~~._..........^....~~~,_.-^..^^^...............,--._.&
2.05 Preconstniction Conference................_......~.,...~.^^.~_....~...,,.___-^^^.......~..~....___......... ....~~.M
2.06 Public ---..^^.^........'~. ........- ..... ...... ................. _8
2.87 Initial Acceptance of ^`~~'`^^—`^`^-^--^^'^`^^^^^....... ^`^^^^-^`^-~-^~~^`^^^^^`~~~~`...8
Article 3—Contract Documents: Intent,Amending,Reuse..........-.. ........^_..~,.....'~...............^^~^^^.__~'___~^8
3.01 .. ^^~^`......... ~~~`~`^^'^--^^^^^^~~^~^^^~^~^^^^8
3]02 Refe%ence Standards.... ...............,..-...~................_........~..._--^^..............~.........._...... 9
3.03 Reporting and Resolving --~---^'~~^~~^~..~~~^^^^^^^'`^-`~-~~~^�
3.04 Amending and Supplementing Contract Documents.................................................-_......_..__1U
3]05 Reuse of Documents.-........ ....~^..-......-.....~._~~.^................. ....... .-._-^.^~..~..~..........~.~.....}0
3.06 Electronic ...........................~..............~^......~.~.^..^...^~`........~,..~~.~~Il
Article 4—Availability ofLands; Subsurface and Hazardous Environmental
Conditions; Reference Points............. ........... ....^..,..................~..~..~...^~^.~.....................~......... }}
4.01 Availability of La0ds...~................... .......... _..........~................-'..^...____.,^^^........................^~.......}1
4.02 Subsurface and Physical ConditionS ~.._...........................~..................... _....__........................12
4,03 DifTering Subsurface or Physical Conditions....... -_,~._,^ ..............._...........................................12
4.04 Underground Facilities .........^._............................... ......_................. ..~.~.......................____.....l3
4.05 Reference Points ...............^.-......^.-_-..~.......... _....~.....-._...............~... ....... _- ......---.........}4
4.06 Hazardous Environmental Condition at Site_.-._.._........... ~....-.._............................................... 14
Article 5—Bonds and Insurance.,.....---~......_.......~..^-........ .....,--............_.....-__....................................._16
5J01 Licensed Sureties and Insurers.........,.........................,......_...,....-....................~.........,................ }6
5]02 PejIbmiance, Payment, and Maintenance Bonds. .......---.... ..^^....,.~.....~........ ................~.._,}6
5.03 Certificates of Insurance,.'......,,.....~-~..^^..^.~.......��............ ....,............,.....,...... .......--- ..........16
5.04 Co0tra,ctor`s Ins urahce...-^.__~.-_~^.......^.......~~_...................... ........ ............. ..........^.~,.,,.^,,^~18
5.05 Acceptance of Bonds and Insurance; option to Replace,...^-...-.,..~..^.~~...........~~~...........,,,..~.,}9
Article 6—Contractor~s Rempmnsibilities._....................^.............._.^^~................ ...... _......,_,,,_,__,,,}9
6})1 Supervision @nd Superititendence.... ................,.._...... ......... ,~,,,'_ }@
MY OF FORTWORTI I
STANDARD cownujc'noN SPFX','.CFCAI70NDOCoMENIS
Revision:lkwnba-21,2012
6.02 Labor; Working Hours---------------------------..--.------..20
0{)3 K�a1era|o, andFuui ent------------.-----------------..20
0{)4 Project Schedule..........................................................................................................................2)
0105 Substitutes and "(}r-Equulm- ---------------------------..-----.2)
0.06 Concerning Subcontractors, Suppliers, and Others....................................................................94
0.07 Wage Rates..................................................................................................................................25
0.00 Patent Fees and Royalties----------------------------.-------.2h
6.04 Permits and Utilities....................................................................................................................27
6.10 Lan/ aodRevnutiona----------------~--------.------------.27
tillTaxes ...........................................................................................................................................20
6,12 Use nfSite and Other Areas .......................................................................................................28
0`13 Record Documents......................................................................................................................24
6i14Safety and Protection..................................................................................................................24
0]5 Safety Representative..................................................................................................................30
h]h Hazard Communication Programs .............................................................................................30
6i17 Emergencies and/or Rectification...............................................................................................30
6.10 Submittals....................................................................................................................................3)
6.14 Continuing the Work...................................................................................................................32
010 Contractor's General Warranty and Guarantee..........................................................................32
621 Indemnification .........................................................................................................................33
0.22 Delegation nf Professional Design Services..............................................................................34
023 Right tn Audit..............................................................................................................................34
0.24 Nondiscrimination.......................................................................................................................35
Article7—Other Work o1 the Site...................................................................................................................35
7.01 Related Work at Site...................................................................................................................35
7.02 Coordination................................................................................................................................36
Aztic\eQ—Citv`m Responsibilities...................................................................................................................]h
0.01 Communications to Contractor...................................................................................................3h
0/02 Furnish Data................................................................................................................................]b
0.03 Pay When Due ............................................................................................................................36
8.04 Lands and Easements; and Tests...................................................................................3h
0.05 Change Orders.............................................................................................................................30
0.00 Inspections, Tests, and Approvals------------.-------.-----------.30
8107 Limitations ouCity's Responsibilities.......................................................................................37
8.08 Undisclosed Hazardous Environmental Condition....................................................................37
0{)4 Compliance with Safety Program---_-----------.----------------.37
Article 4—City's Observation Status During Construction...........................................................................37
9.01 City's Project Representative .....................................................................................................37
9/02 Visits tn Site................................................................................................................................37
4.03 /�utbnrzedl/ura�nosio ��ork --------------------------------..]0
4.04 8eiectog [)cfective \�nrk ---------------.-----.--..—.----------30
4.05 Determinations for Work Performed---------------------.--------.30
4.06 [)eominnsnoReouiren�cmisnf Contract [)ncuroentsand Acceptability nf Work.....................30
CITY opFORT WORTH
STANDARD CONSTRUCTION opsc/pcAnomDOCUMENTS
Revision:December2l,2012
Article l8_ ������/��� Ex�a�Jork.~^....._—..,._......~-..___.~.~..__^.~.~.~..~~_-~~.'...~.,...3 8
- ��1���J��� 3 8
10.01 Authorized Work—.......
Unauthorized Changes in the Work..~^....~......~._^......._.-.~.~~~.............
~..~~..~.._.._^^�..~.,~.~~��
��
i0�3 Execution of Ord�s_,,.....,,,,_~,,,,,,,�,,,,__~,^,_,,,,~,._^,�,,,,~~^..,^^,,,,-~,',_^°~�,,^.,,.~_,,~
10.04 Extra Work...~__~...,....~.-...........~.._,~~_-~.~~.__.~..~^.~~~,~~,.~~_,_^..~~,,,_.~~ .......
,,,,~,.~~-.~^,
10.05 Notification to Suret /..._...-_^.....-_~.....~.~-.....^.....-_._,~~,,~,,,,,.,,^,~~,',.,,,,~_~,,~,~,,~~°,~,_,^,_~3g
10.06 Contract Claims Process.-~_.~.......... ~.~~.._^.............._.....~.~.~~__~~..~~~~....................._~—.^_~*o
Article ]1 ---Cost of the Work; Unit Price Work;Plans ..-.......-...41
4�
11.01 Cost of the WorC.......--.~~~.~.~...~..^.~.... ...... ^^..^..~-^~_~�~�
11,02 A]lowances..~-............^^~~~,--~..^...~.~...._^^~......-....._^.........
~~~^~~_._.~....^.~.~.-_....^~~.~°.--__.~..^
11.03 Unit Price Work.,,.,.,.,,,........ .^^~`^^^~^^`~~~^`~~^~~^~^^~~^~~�^`^~~^~~^��
11]04 Plans Quantity Mvwwrement.....~~,~,,~..~~,~,,~_~_~~~~~___~.^,~_ ~~~'~~,-,-~ ~,~~~~~45
Article l2—Change of Contract Price; Change of Contract ..........-..~...-.___~^.^......,,,.,,,,,,,,_,~,��
12,01 Change of Contract Price......._..._._^................~..................-.~~~_.^...~~~~~.~-~,._-_............-.~~.~~.-46
12.02 Change of ,,,,,_^,^,,,,,~~~,_,,__^^,,^,^`,,,,,.,._.~_^~.....^..........~..._.~_..~~^..~.~....47
12.03 ,,,~^',_~^,,,,_,,,-,,,,,,,^~,..,^~,`.~,,,,,,__, ........... ~,,,,,,,,_,,,,,,~,,^~._,~~~~_~~,.................~.-~_~~-.4/
Article 13—Tests and Inspections; Correction,Removal Qr Acceptance of Defective Work......................48
13.01 Notice of Defects .. .............---.........----.............^.......~~.~..._._^~...~............
.....,~........,-......^..4�
13.02 Access to WorC.......~....._.~.~....~...~..~.—.........^...~.~~.^`^^..~...~.........~~~^^^^`^^..^^^_-^`~^~_~^.,.~..~.~.~...48
13.03 Tests and .-^~~~..'^^^^^'~'~~—~^^-^^^~-~^^^~^-~~`^^^-^^^^~^^^^~^^'^-~~~~^^~`^-^^~^~^-^~~~~~~-'~^-`^^`~48
13.04 Uncovering Work.. ........~~..........-_...~....'..~..~....._.~..^.^^..~..~...~.~~~_�~~ ~~~.....-^.....~~.._.~��
13J05 City May Stop the Work......~~~.~..~~~ ........... ^........ .~~~_~^~~.~49
13.06 Correction or Removal ofDefective ...........---.........^~50
13.07 Correction .......... 50
Y3�8 of[}efe�ive��oNk..........~.._~^.~...........-.-.........-_....�..........~..._...~.~.......~..~..51
13,09K�t /��ay Correct De�x�ivel�ork~_.......^..-..._......,...-._....__~..-........-..._.-�__-.~.-.^-_.....-_51
Article l4—Payrnents to Contractor and ComnmVetion,,,~',,,,,,^_,,~,_~......_^^,^~,,,~,,.,,,,,_,,~,__~,,_,,_,,_,__,,,~,,_,,52
14.01 Schedule of Values._.~~~.~.... ...... ....... ~.~~_.52
[4]02 Progress Paynaents....... 52
14.03 Contractor's Wa,iTanty of Title.......... ......-_-,~_..~.............^.........~.................
...........~..~--..-~��
}4/]4 Partial, ......---........................... .............. ~.~~....~~-55
14/5 Final Inspection ................---............. .-~_,~----......... ...... ........ .........~................. -..~~~~~55
14J06Final ..~^~. ....................~..^^..............~...~~...,.~~.~55
14.07 Final ..~~... ......... ................ .....~.^^~....~^~,.~~.....~-^-...............~...~.-..........
..~....~-...._.��
14.08 Final Completion Delayed and Paztial Retainage Release......_-.....-..~....,..-.~-........____.-.5 6
14.09 Waiver of Claims.,.........^.._,^._.-......~ ........,~......-_~--^-....^....~..'~~.,~._~_~-~.~-^~~~_..~._~__...-..,,5 7
Article 15—Suspension of Work 0nd're0nination.......... -...-...~_~..~...,.~...~....... ................._-^._.--.-.....57
15.01 City May Suspend Work..~~ ~-. .---_~~_~__~�.~~~~~~~~..~~��
1.5.02 City Mam7ermi8atefor Cause........... ..............~...................... .......---.........~..............~....~.~,58
15J03 City MamTermin@te For Convenience~......~.... .........-._~..............
...,...~....~.................~.,.~..-�0
Article16—Dispute Resolution........................................._...............-.~...~.~.......... ._--._-^^-,^'....-......~..^._..61
16.01 Methods and 11"rocedures._.............._~.............~..^...^..~~..~.'._.,,,_,,_--,,.,,,,,~_,,_,,,.__,__,^,,,,,_,61
��OFFORIF WCATH
ST'A.mf.)ARDC(.)wS,']lR(,IC�Tm()NSPs�NC»JnOmm000Msm'B.'
Revimion:Kamnoer%).28n2
Articlel7—Miscellaneous..............................................................................................................................62
l7]]lGiving Notice------------------------------------------62
17}2 Computation of Times ................................................................................................................62
17.03 Cumulative Remedies.................................................................................................................62
l7.04 Survival of Obligations-------------------------------------63
17.05 Headings--------------------------------------------..63
CITY or FORT WORTH
STANDARD CONSTRUCTION xpsc|rcAnomDOCUMENTS
Revision:Decernber2l.2012
0072 00- I
Gencm)Conditions
Pape I of 63
ARTICLE 1–DEFINITIONS AND TERMINOLOGY
1.0 1 Dqflned nrms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragTaphs,
and the titles of other documents or f6mis.
1. Addenda---Written or graphic instruments issued prior to the opening of Bids which clarify,
correct,or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement-The written instrument which is evidence of the agreement between City and
Contractor covering the Work..
3. Application for Pqvinent --The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final Payments and which is to be
accompanied by such supporting documentation as is required by the Contract, Documents.
4. Asbenos-Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Award--Authorization by the City Council for the City to enter into an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting, forth the
prices for the Work to be perfo rmed,
7. Bidder-The individual or entity who submits a Bid directly to City.
8. Bidding Documents- .-The Bidding Requirements and the proposed Contract Documents
(including all Addenda),
9. Bidding Requirensents.-The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any,and the Bid Form with any supplements.
10. BuvinaysDay–A business day is defined as a day that the City conducts normal business,
generally Monday through Friday,except for federal or state holidays observed by the City.
11. Btazvaw-City's on-line, electronic document management and collaboration systern.
12. Calendar Day- A day consisting of 24 hours measured from midnight to the next midnight.
CrTY OF FORTWOR11i
STANDARD CONSTRUCTION SPECTFCATION DOCUMENTS
Revision:lNwwft--21,20112
00 72 00-1
General Conditions
Page 2 of 63
13. Change Order—A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorney – The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Council - The duly elected and qualified governing body of the City of Fort Worth,
tD
Texas.
17. City Manager – The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents—Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 1 1.0 1 of these General Conditions for definition.
CITY OF FORT WOR FH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision Decernber2l.2012
007200-1
Genem]Conditions
Page,3 of 6 3
25. Damage Claims --- A demand for money or services arising from the Project or Site from a
third party,City or Contractor exclusive of a Contract Claim.
26. Day or day-.-A day, unless otherwise defined, shall can a Calendar Day.
27. Director- of Aviation The officially appointed Director of the Aviation Department of the
City of Fort Worth,Texas,or his duly appointed representative, assistant, or agents.
28. Director of Parks and CommuniAi&,rvices.-- The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative,assistant,or agents.
29. Direclor of Ilanning and Develoj)ment - The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of TraiWvrtation Public Workv – 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.
31m Director elf fflater. DeNriment -.- The officially appointed Director of the Water Department
of the City offoit Worth, Texas,or his duly appointed representative, assistant, or agents.
32., Dravipings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor, Submittals are not Drawings as so defined.
33. �ffeclive Date of the Agreement--The date indicated in the Agreement on which it becomes
efTedive,but if no such date is indicated, it means the date on which the Agree.-ment is signed.
and delivered by the last of the two parties to sign and deliver.
34. Engineer---The licensed prof ssional engineer or engineering firm mgistered in the State of
Texas performing professional services for the City.
35., Extra Work - Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work..
36. Field Order A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, ContnactTitne, or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
37. Final Acceptance – The "Titten notice given by the City to the Contractor that the or
specified in the Contract Docurnents has been completed to the satisfaction of the City.
CITY OF FORT WORT11
STANDARD CONSIRUCIION SPECIFCABON D(CUNRENTS
Revision:Mvffiber2l,2012
007200-1
General Conditions
Page 4 of 63
38. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requirements—Sections of Division I of the Contract Documents.
40. Hazardous Environmental Condition.--The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item–An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or$25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
rn
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans–See definition of Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECITCATION DOCUMENTS
Revision:December2l,2012
007200-1
General Conditims
Page 5 of 63
51. Project Sc!he'dldt�- --A schedule, prepared and maintained by Contractor, in accordance with
the General, Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52, Project - The Work to be performed under the Contract Documents.
53. Prqiect Representative—The authorized reptesentative of the City who will be assigned to
the Site.
54. Public Meeting, . An announced meeting conducted byte City to facilitate public
participation and to assist the public in gaining an infonned view of the Project,
55. Radioactive It .-Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act,of 1954(42 U Section 2011 et seq.)as amended from time to time.
56. ReSpilar Working Hours - flours beginning at 7:00 a.mm and ending at 6:00 p.m., Monday
thru Friday(excluding legal holidays).
57. Samples--Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Shibmitials-- A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support, scheduled perfonnance of related
construction activities.
59. Schedule of"Values--A schedule, prepared a'nd maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site-4.,ands or areas indicated in the Contract Documents as being fumished by City upon
which the Work is to be performed, including rights-of-way, permits, and easements for
access thereto,, and such other lands furnished by City which are designated for the use of
Contractor.
61. Speca fications- -That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship ,as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project.
62. Subconlractor-An individual or entity having a direct contract with ("ontractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
MY OF FOWF WORM I
STANDARD C(:'NSTRUCIION SPEU17CATION IX)CIMENTS
Revision:rya xxmIxT2J,2012
oo72oo'/
General Conditions
Page oofm
03. Submittals—All drawings, diagrams, iUusLrationu, schedules, and odbcc data or information
vvbicb are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid 0o vvbnru City
makes unAward.
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 Cnntraotnc
bb. Supplementary Conditions—That part of the Contract Documents vvbicb uoucndm or
supplements these General Conditions.
07. Supplier�—A. manufacturer, fabricator, supplier, distributor, moo1eriu|moan, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor orSubcontractor.
68. Underground Facilities--A.|| underground pipc|iucm" conduits, ducts, cables, wires,
rnnmhn|cs, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not |irni1cd to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, vvuntevvo1cc, storm water, other liquids or chemicals, or traffic or other control systems.
09. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at g:OO a.m. and ending at 5:00 p.m., Saturday,
Sunday oc legal holiday, us approved in advance by the City.
71. Work—The eu1inc construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the nosu|1 of performing or
providing all |ubnr` services, and documentation necessary to produce such construction
including any Change Order nrField [}njec, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working/lTv—/\ working day is dcfiucdusu day, not including Saturdays, Sundays, oclegal
holidays authorized by the City for contract purposes, in p/bicb weather oc other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for u continuous period ofnot less than 7 hours between 7a.ru. and bp.mn.
1.02 7ennbvo/orn
A. The words and terms discussed iuParagraph /.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent»f Certain Terms orAdjectives:
..
coToF FORT Wonza
STANDARD CONSTRUCTION spsc/rcAnowDOCUMENTS
Revision:Decernber2l,2012
00720 -1
Gmml Conditio ns
Par.,7 of 63
L The Contract Documents include the terms "as allowed," "as approved," "as ordered... "as
directed" or to of like effect or import to authorize an exel°rise of,judgment by City. In
addition, the adjectives "reasonable," 'suitable," "acceptable," "proper... "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely, to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept, of the project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "detective," when modifying the word "Work," refers to or that is
unsatisfactory,faulty, or deficient in that it:
a. does not conforrn to the Contract Documents; or
b, does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents;or
c. has been damaged prior to City's written acceptance.
D. F4nfish, hatall, P(?�foy-ni, Proili&:
I, The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to peribrin the or indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract. Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2—PRELIMINARY MATTERS
2.01 Coj)ies of )cumenis
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 Coynnienvement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement,
MY OF FOIUMORT71
STANDAR D CONSIRUCTION SPECIFCATION DOCIMENTS
Revisuon:D&=—nba 21,2012
onovo'/
General conuummv
Page xofa
2.03 Starting the Work
Contractor shall start to perfbon the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on vvbiob the Contract Time commences to run.
7.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 'PrccouxtructiooConfe:cncc
f3e[brc any Work at the Site is started, the Contractor shall attend uprc000struodon Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance»f Schedules
No progress payment shall bc 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 lnArot
A. The Contract Documents are complementary; vvbu1 is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract [}oounzcots. 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 0f the Contract Documents shall beissued by City.
D. The Specifications may vary in form, fbonct and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
sbuU," "in coo5xonity vvitb,`` ^^us shown," or ^'us specificd" are intentional in streamlined
sections. Omitted words and phrases sbu11 be supplied by inference. 8inoi|uz types of provisions
may appear io various parts 0fu section orarticles within a part depending oothe format oythe
CITY or FORT womro
STANDARD cnwuTuucnownpcc/rcxnowuncomswry
Revision:Decernber2l,2012
OOT2 M-1 1
G Conditions
Page 9 of 63
section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Rqference, Stwidards
A. Standards,Specifications, Codes, Laws,and Regulations
1. Reference to standards, specifications, inanuals, or codes of any technical society,
organi72tion, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall can the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Eff ective 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, inanUarl, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants,agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assigm to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the perfonriance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Docurnents.
3.03 Reporting and Resolving-Discrel7ancies
A. Relxwling Discrel)ancies:
1. Contractor's Review of Contract Documents Bef6re 5tarfing Work. Before undertaking each
part of the Work, Contractor shall carefilily study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpreWtion or clarification from City before proceeding with any Work aftected
thereby,
2. Contractors Review of Contract Documents DwIng fle�lbrniance of Work: If, during the
perforinance 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(q) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing, Contractor shall not
proceed with the or affected thereby (except in an emergency as required by Paragraph
MY OF FORTWORI I I
STANDARD CONSTRIX11ON SPECIFKATION DOO MENTS
Revisiom Da=Aw21,2012
007200-1
General Conditions
Page 10 of 63
6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.0); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
CITY OF FOR"r WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:December2l,2012
(X.)7).00-P
Geneml Conditions
Page 11 of 63
B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the SupplernenUwy Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known. as hard copies) and other
Specifications ref=nced and located on the City's Buy saw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk-. If there is a discrepancy between the electronic files and the hard
copies,the hard copies govern.
B. When trwislierring documents in electronic media format, the transferring party makes no
representations as to long to compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4®AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENT"AIL CONDITIONS; REFERE NCE POINTS
4.01 Avadabifiay qftancls
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 perfonning the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permwient changes in existing facilities.
I. 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 Contnact Documents must consider any outstanding
utilities or obstructions to be removed,adjusted,and/or relocated by others-,.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which.the Work.is to be performed.
CITY OF FOR,r wown i
!.-)']�'A.NI)ARDC(�)NSIIIUC'FION SPEXIFCATION DOCUMENN
R(wisiow lkw6ber21,2012
00 72 00-1
General Conditions
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 equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings, or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Dc=ber2l.2012
W72(X)-I
Genkial Conditions
Page 13 of63
then Contractor shall, promptly after becorning aware thereof and before ffirther disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragra,ph 6.17.A),notify City in Writing about such condition.
B. Possible Price and Time Adjustmena
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if-
I. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract,Time byte submission of a
Bid or becoming bound under a negotiated contract;or
2m the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written i'lotice as required by Paragraph 4.03.A.
4.04 Oiderground.Eacifilies
A. Shown car 1ndicated.- The information and data shown or indicated in the ''ontract Documents
with respect to existing Underground Facilities at or contiguous tote Site is based on
infonnation and data furnished to City or r.mgineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
inforrnation or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a, reviewing and checking all such information and data;
bd 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
do the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work,
B. Not Shown or Indicate&
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract, Documents, Contractor shall, promptly after becoming
aware thereof and before ftirther disturbing conditions affected thereby or performing any
crry Or FORTWORIT-1
STANDARD c(.)NsTrwc'rTON SPE.01CATION DOCUMENTS
Revisiorr Dami tw21,2012
nn72w'/
General Conditions
Page wv/m
Work in connection tbcrcvvitb in an couccgcocy as required by P &./7.A),
identify the nvvncr of such Underground Facility and give notice to that nvvo-r ' d 1n City.
(�' will rcvicvvthe discovered []odcrgnmuod Facility and determine the cxtco� if any, ~to
which achaogc may be required in the Contract Documents to rcflco1 and document the
consequences nf the existence nrlocation nf the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that achange in the Contract Dncunncoto is required, u Change Order may
bc issued 1n reflect and document such consequences.
3. Verification of existing utilities, structures, and service |ioco shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation ifnecessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, vvbiob in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish 1iuc and grades for
roadway and utility construction, ocn1cr|ioco and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point orproperty
nunuunmcu1 is lost or destroyed or requires relocation because of necessary obnugco in gnsdcS 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 tn avoid delays.
B. Whenever, in the opinion of the City, any reference point or nn0uunoco1 has been carelessly or
willfully destroyed, disturbed, or rcnonvcd by the Contractor or any of his crupinycco, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the fh/|
amount will bc deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition u/Site
A. Reports and I)rup/»/s: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Euvirnnnoco1m) Conditions that have been identified at the
Site.
B. Limited Reliance by Lhn6uc/nr on Technical Data Authorized: Contractor may rely upon the
accuracy of the '^1cchuicul datu" contained in such rcpnnLo and drawings, but such rcpnnLo and
drawings are not Contract [}ocunncoto. Such "technical do1a" is identified in the Supplementary
Conditions. Contractor may not nuokc any Contract Claim against City, or any of their officers,
directors, nucnubcro, partners, employees, ogcoto, consultants, or subcontractors with respect to:
). the completeness of such reports and drawings for Contractor's purposes, including, but not
limited 1n, any aspects of the nocuoo, methods, techniques, sequences and procedures of
CITY OF FoxrwonnH
STANDARD CONSTRUCTION spnc/,cArmwDOCUMENTS
Revision�Dc=ber 21,2012
N)r'2 00-I
Genen➢Conditions
Page 15 of 63
construction to be employed by Contractor and safety precautions and programs incident
thereto;or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings;or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations,opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifi cations or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental C.Ondition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
irninediately-, (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may corisider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special, conditions
under which such Work may be resumed,
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area afkaed by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent perinitted by Laws and Reguhnions, (.7ontractor shall index inify and hold
harmless Otyjroin and against all claims, costs, /osses, and dainagres (including, but not limited
to all and charges of engineers, circhilects, attorneys, and other prq1&vvionals and all court
or arbitration or other dispule resolution costs) arising out of or relating to a Hazardow�
Environmental (,ondition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragralwh 4,06G shall obligate Contractor to indemnifia any
individual or entity.fro m and against the consequences of that individuals or entity's own
negligence.
H. The provisions of Paragraphs 4.02, 4003, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
CITY OF Rwr wowm
STANDARD CONSTIUK"FION SPEC IFCATION N)CUMENTS
Revision:Dwmiber2l,2012
007200-1
General Conditions
Page 16 of 63
ARTICLE 5—BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured)which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured"on all liability policies.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Decemba21,2012
007200-1
Geneyal Conditions
Page 17 of 63
2. The Contractor's general liability insurance shall include a, "per prqject" or "per location",
endorsement,which shall be identiried in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property&Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the to of
Texas. E,xcept for workers' compensation, all insurers must have a minimum rating of A-:
V11 in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strengfli. and solvency to the satisfaction of Risk Management. If the rating is below that
required,written approval of City is required.
50 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
E. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage,
7. If insurance policies are not written for specified coverage limits, an lJmbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis,the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-i✓ade 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 C'ontract 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 nullity or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract,has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain. such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 101®.
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
CITY(.0'FORTMFORTH
STAN DAIU)CONSTRUCTION SPIlrUCA11ON DOCUMENTS
Revision:Decw*u-21,2012
007200-1
General Conditions
Page 18 of 63
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:December2l,2012
007200-1
Gen aul Conditions
Page 19 of 63
insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify prernises/operations,
products/cornpleted operations, contractual, personal in J ury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operatiori exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims for darnages
because bodily injury or death of any person and or property, damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability, If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. Notification of k olky, Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance oaf Bonds andInsurance; 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 byte Contractor in accordance with Article 5 on the is
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notif the Contractor in writing, of such failure
prior to the start of the Work, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES
6.01 Supeii4sion and,5uperintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means,methods,techniques, sequences, and procedures of construction.
CITY OF FORT WORTH
STANDARD CONS'MUCTION SPECIFCAITON D(kUMENTS
Revision: 2r,2012
007200-1
General Conditions
Page 20 of 63
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication)to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, 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:Dxember2l,2012
007200-1
GenerW Conditions
Page 21 of 63
C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier,except as otherwise may be provided in the Contract Documents,
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid,unless otherwise specified.
6.04 Prqjecl&hedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor-shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 0 132 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 1.2. Adjusti-nents in Contract Time
may only be made by a Change Order.
6.05 �Substitutes and "Or-Eqttals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.,05.A.1, a proposed itemof
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;
CrFY OF FORT WORTH
STANDARD CONSTRUCTION SPEC IFCATION DOCt IMENTS
Revision:I-Axanba-21,2012
00 72 00-1
General Conditions
Page 22 of 63
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified-,
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Decmber2l,2012
Gieneral Conditions
Page 23 of 63
c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify-.
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales,maintenance,repair,and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure, of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.05.A.2.
C° Citys Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05.A and 6,05,13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Conti-actor to furnish at Contractor's expense a special
perfortriance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnr fy and hold harmless City and anyone directly or indirectly employed by thern, om and
against any and all claims, damqg-es, losses and expenses (including attorneys fees) arisiqg out
"the use qf substituted materials or equipinent,
E. Citys Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to paragraphs 6.05.A.2 and 6.05.13. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each pr(,-,iposed
substitute.
F. Contractors, &,pense: Contractor shall provide all data in support,of any proposed substitute or
4*-equal"at(.'ontractor's expense.
CFN OF FORTWO1111-1
STANDARD CONSTRUCI]ON SPECUCKHON DOCUMENTS
Revisiow Duntivr21,2012
007200-1
General Conditions
Page 24 of 63
G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions:No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance(as amended) by the following:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Dwember2l.2012
M 72 00-I
Gene efW Conditions
Page,25 of 63
1m shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
20 shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or ffirnishing any
of the Work shall communicate with City through Contractor.
H. All or performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City,,
6407 Wage Rates
A. Duty to pay Prevailing ffrage Rates, The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates detennined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B.
Penalty for Violation. A. Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon dernand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract docutnents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints oi' Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the infbmiation, as to whether
good cause exists to believe that the violation occurred, The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full ainounts 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.
CI'I'Y OF FORTWORT14
STANDARD CONSTIUK,"nON SPEC IFCAMON DOCUMEN'PS
Revision:I.A.umto-21,2012
007200-1
General Conditions
Pape 26 of 63
D. Arbitration Required if Violation Not Resolved An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the I Ith day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per them wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by v Laws and Regulations, Conti-actor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Deember2l,2012
007200-1
Genend Conditions
Page 27 of 63
the incorlx.ration in the Work of any invention, davigm, process, 1aroducl, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained lwrmits and licenses. Conty-actor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement,, except for pennits provided by the City as specified in 6.09.13.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and ficensay. 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 perm ft. The
following are permits the City will obtain if required:
1. Texas Department of 1'ratisponation Permits
2. U.S.Army Corps of EIngineers Pe its
3. Texas Commission on Environmental Quality 1menT.1its
4, Railroad Company Permits
C. Outstandingpeunits and liccuises. The City anticipates acquisition of and/or access to Permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary, Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract: Documents must consider any outstanding
permits and licenses.
601 Lawv and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations,
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall be all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
CITY OF FORTWORT11
STANDARD CONSM t JCTION SPECAFC A710N D(XI MUMPS
Revisiom Dam bcr2f,2012
00 72 00-1
General Conditions
Paee 28 of 63
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711, or
2. httLi:.,,"/x�,,\,;��,-.\,\ijido\,�,.stite.tx.us../taxiiil'o."taxtomis.!9'-1'orms.httilI
........ -------
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:De=nber 21,2012
M 72(X)-I
General Conditions
Page 29 of 63
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work,Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 621, Contractor shall indeinnifii and hold harmless City,ftom and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performancc, of the Mork: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of to materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
fails to correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-ul,.) deficiencies cited to the Contractor in the written
notice (by letter or electronic corrununication), and the costs of such direct action, plus 25 % of
such costs,shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the or Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from The Site all t(x)ls, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work,
E. Loading S'Iruvw-es.' Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor SUbject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
6013 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place desi&mated by the Contractor and
approved by the City, one (1) record copy of all Di-awings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work,these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final lnspection, Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Protection
.A.. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such resIvnsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
CITY OF FORTWORTH
STANDARD CONSIRUCTION SPEKIFCALION 1)(-.)(ZUMENTS
Revision:D=nber2l,2012
007200-1
General Conditions
Page 30 of 63
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision Dw=ber21,2012
00'72 00 1
General Conditions
Page 31 of 63
changes in the or or variations from the Contract Documents have been caused thereby or are
required as a result thereof if City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform.with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed..
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract, The City
shall deduct an amount equal to the entire costs for such remedial. action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review, and acceptance in accordance
with tea epted Schedule of Submittals(as required by Paragraph 2.07"). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements,
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications. e
5. For-Information-Only submittals upon which the City is not expected to conduct review, or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.0.
MY OF FORTWORTI:I
STANDARD CONYMUCTION SPECIFMION D(CUMUNTS
Revision:Dwanber2l,2012
00 72 00-1
General Conditions
Page 32 of 63
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Daoember2l,2012
00 72(X)-I
GenerW Conditions
Page 33 of 63
2. no al we and tear under normal usage.
C. Contractor's obligation to perform and complete the or in accordance with the Contract
Documents shall be absolute. one of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
I. observations by City;
2. recommendation or payment by City of any progress or final payment;,
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection,test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period. of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.13.The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify', hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INUMMLATION PROVISION IS SEL!LIEICALLY INTENDED TO
OPERATE AM BL EEELCTIVE EVEN IF 11 IS ALLLQL]2 OR PROVEN THAT ALL
OR SOME QE THE DAMAGES BLING SQUQHT WERE CALSED, IN WHOLE OR IN
PART, By ANY AC's. OBES51ON OR NEGLIGENCE UE IUL 011 This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INj)EMNIFICATION PROVISION IS
CTFY OF FORT WORTH.
STANDARD C'.ONSTRIUCTION SPEOFCATION DOC11MLNTS
Revision:Dambr2l,2012
007200-1
General Conditions
Page 34 of63
SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS
ALLEGED QR PROVEN THAT ALL QH SOME OF THE DAMAGES BEING SOUGHT
WERE CAUSED, IN MMQLE QH IN PART. BY ANY ACT, OMISSION O
NEGLIGENCE QE THE CITY.
6.22 Delegation of Professional Design Semites
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:December 21.2012
007200 1
General Conditions
Page 35 of 63
Subcontractor Ikilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph., The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor, agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published.in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assist ice awarded by the U.S.
Department of Transportation and the Federal Transit Administration ( TA.), without
discriminating against any person in the United States on the is of race, color, or national
origin.
B. Title V1, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance,
ARTICLE 7—OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related tote Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor,prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a paity to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the Nwitten consent. of City and the others whose
work will be aMcted.
C. If the propex execution or results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report, to
City in writing any delays, defects, or deficiencies in such other or that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
CITY OF FORT WORTH
STANDARD CONSTRUMION SPEVIKA71ON DOCUMENTS'
Revision:Daxmber21,2012
007200-1
General Conditions
Page 36 of 63
7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8—CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
CITY OF FORT WORTI I
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Decembei-21,2012
1 007200-1
Genem]Conditions
Page 37 of 63
8.07 Litnitationv on City's Res7,x)nsibilifies
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor,to comply with Laws
and Regulations applicable to the perfannance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous.Environmental Con(fition
City's responsibility with respect to an undisclosed Hazardous Environm. ental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Sq)�Iy Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Representative
City will provide one or more Project Representat ive(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Protect Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and ol,,)servations, City's Project, Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
CrFY OF FORT WORTH
STANDARD CONSMUCTION SPECIFCATION M.TMENTS
Revision:Dxxn*cr2%2012
007200-1
General Conditions
Page 38 of 63
9.03 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
C1T`(OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Decemba2l,2012
00 72 W-I
GenerW Conditions
Page 39 of 63
10.02 Unazithorized Che.znges in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any or perfon-ned that is not required. by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided.in Paragraph 6.17.
® 3 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the or which are: (i) ordered by City pursuant to Paragraph 10.01A (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09,or(iii)agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually perfonned.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The cx)mpensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay,, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Not�ficavion to&irqy
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
MY OF FORT WORM
STANDARD CONs'rRUCTION SPECIFCATION D(..)(.."MENTS
Revision:Dwantw2l,2012
007200-1
General Conditions
Page 40 of 63
10.06 Contract Claims Process
A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Do=nbor21,2012
General Conditions
Page 41 of 63
D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted.in accordance with this Paragraph 10.06.
ART]CLE 11®COST OF THE WORK;ALLOWANCES;UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Include(J.- The to Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any or covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall
include but not be limited to the following items:
1. Payroll costs for employees in the direct ernploy of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, supet°intendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis oft eir time spent on the Work. Payroll costs shall
include;
a. salaries with a 55%markup,or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
MY OF FOR,r WORTH
STAN DARD CONSIRUCTION SPEC IFCATION FX)CUMENTS
Revision:LM=ber2l.,2012
00 72 00-1
General Conditions
Page 42 of 63
4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
£ The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:December2l,2012
00 72 00-1
General Conditions
Page 43 of 63
h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs&cludeel: The to Cost of the or shall not include any oft e following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's prin6pal or branch office for general administration oft Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.0l.A.1 or specifically covered by Paragraph 11.0l.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
I Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of the or for whose acts any of the may be liable, including but not
limited to, the correction of detective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work,Contractor's fee shall be determined as set forth in Paragraph 12.0 I.C.
D. I)ocumentation: Whenever the Cost of the Work for any purpose is to be detennined pursuant to
Paragraphs 11.01A and 11.01.13, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown,together with supporting data.
11.02 Allowances
A. d5pecifled Alloivance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
perfon-ned for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bidAllowances:
I. Contractor agrees that:
CrrY OF FORT WORTI I
STANDARDCONSTRUMION SPECIFCATION DOCUMENTS
Revision:Dmnber2I,2012
00om'/
General Conditions
Page 44 of 63
a. the pre-bid allowances include the cost to Contractor ofmaterials and oluiprncct 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 ollovv0mccy have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
L. Contingency Allowance: Contractor agrees that acontingcncy allowance, if any, is for the sole
use ofCity.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by u\|ovvonccs, and the Contract Price shall be
correspondingly adjusted.
11.03 [7ndPr/co Nybnk
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be dccuzcd to include for all Unit Price Work on arn ount equal to
the sum of the unit price for each separately identified item of Unit Price Work tirocy the
estimated quantity ofeach item as indicated iu the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions ofParagraph 9.05.
C. Each unit price will be deemed to include on 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 oonup/ctc 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,
|, 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 isno corresponding adjustment with respect to any other item ofWork.
E. Increased or Decreased (lnundt/ec The City reserves the right to order Extra Work in
accordance with Paragraph 10.0 1.
). if the ubaugcy 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
pricc
CITY or FORT WORTH
STANDARD CONSTRUCTION spsc/rcAnowDOCUMENTS
Revision:Deoernbe;21,2012
007200-1
Gen erW Conditions
Page 45 of 63
2. If the changes in quantities or alterations significantly change the character of work,, the
Conti-act will be amended by a Change Order.
3. If no it prices exist, this will be considered Extra Work and the Contract,will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character,of work occurs when:
as the character of work for any Item as altered differs materially in kind or nature from that
in the Contract,or
b. a Major to of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request,
an adjustment to the unit price.
11,04 Plans Quantitji Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities,unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under"Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity to if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
CITY OF F(:3RT WORTH
STANDARD CONSTRUCTION SPECIFCATION rX)CUMENTS
RevWon:Domnber2l,2012
00 72 00-1
General Conditions
Page 46 of 63
E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.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 11.0l.A.1, 11.0l.A.2. and 11.01.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph I 1.01.A.4 and 11.01.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and
12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECITCATION DOCUMENTS
Revision:Decernber2l.2012
0072W-I
General Co nditions
Page 47 of 63
tier,will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs I 1.0l.A.1 and 11.01®A.2 and that any higher tier Subcontractor, and
Contractor will each be paid a fee of five percent(5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and
11.01. ;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change ql'Contracl Time
A. The Contract.Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical at of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path,
12.03 gels
A. Where Contractor is reasonably delayed in the perforrnance or completion of any part of the
or within the Contract Time due to delay beyond the Control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor o n or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any,which is to be furnished by the City.
CITY OF FORT WORT"H
STANDARD CONSTRUCTION SPECTIVATION DOCUMFNTS
Revision:Demnbm2ll,2012
00 72 00-1
General Conditions
Page 48 of 63
ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Do=nber2l,2012
007200-1
GenaW Conditions
Page 49 of 63
3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any or (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written. concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 thicovering or
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor,material,and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution. costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement, of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing,observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure,observation, inspection, testing,replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply, sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
CTFY OF FORT WORIH
STANDARD U)NSTRUCTION SPFC]TCATION D(..)CJJME,'N'PS
Revision: '21,2012
007200-1
General Conditions
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 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Da=nber21,2012
007200-1
Geneml Conditions
Page 51 of 63
C. in special circumstances where a particular item of equipment is placed in continuous service
betbre Final Acceptance of all the Work,the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13,07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requiretirient by riling 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 13007 shall not be construed as a substitute for, or a
waiver of,the provisions of any applicable statute of limitation or repose.
13.08 Acceplance of i clive Work
If, instead of requiring coi.Tection or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May Correct De
'1&ctive Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven(7)days written notice to Contractor,correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, c(,msultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and
remedies under this Pmagraph,
Co 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
CrFY OF FORTWORT1 I
STANDARD CONSTRUCTION SJ1EX.1(.,An0N M.UMENTIS
Revision:DrasTber2l,2012
007200-1
General Conditions
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 incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications.for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECITCATION DOCUMENTS
Revision:December2l.2012
007200-1
General C nditims
Page 53 of 63
B. Revioi,ofAjy)lieafions.�
1. City will, after receipt. of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2° City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules,that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subwject
to an evaluation of the or as a functioning whole prior to or on Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work perforn-ied under Paragraph 9.05,
and any other qualifications stated in the reconimendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a° inspections made to check. the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work, beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b, there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contwtor, or
c. Conti-actor has complied with Laws and Regulations applicable to Contractor's
perforniance of the Work.
4. City may refuse to process the whole or any part of any payrrient because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accx)rdance with
Paragraph 13.09; or
crry OF TORT RUC 11
STANDARD CONSTRUCTION SPEXIFCA710N f)(KITMENTS,
Revision:Demnber21,2012
00 72 00-1
General Conditions
Page 54 of 63
e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Dmmber2l,2012
Geneml Conditions
Page 55 of 63
14.04 Partial Utilization
A. Prior to final Acceptance of all the Work-, City may use or occupy any substantially completed
pail of the or which has specifically been identified in the Contract Documents, or which
City, deterinines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interfbrence with Contractors
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which. City detennines to be ready for its
intended use,subject to the following conditions.
I. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05A,I, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial thilization will not constitute Final crept ace by City.
14.05 Final.Ins1mclion
A. UFx.)n written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
1. within 10 days,City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
I)pon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection,City will issue to Contractor a letter of Final Acceptance.
CFrY OF FORT WORM
STANDARD CONSTRI X110N SPEX.71KATION D(..K,k JMENTS
RevLsion:DbxmkxY2J,20T2
007200-1
General Conditions
Page 56 of 63
14.07 Final Payment
A. Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
Work.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
01Y OF FOR;r WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:December 21,2012
00 72 00.. I
General Conditions
Page 57 of 63
portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such paymelit, Such payment shall be made under the terms and conditions
governing final payment,except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and pert ante periods following the cornpletion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and aca ptedl for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver qfClahns
The acceptance of final paynient will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating tote work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15—SUSPENSION OF WORK AND TERMINATION'
15.01. City MaySzqpend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resurned, Contractor
shall resume the Work on the date so fixed. During temporary suspension, of the Work covered
by these Contract Documents, for any reason, the City will make no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a 1,,)(.ration of the Protect due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time,directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed'; he shall provide suitable drainage about the work, and erect
'temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and rettiming the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
CITY OF FORT weld TI I
STANDA RD CONSTRUC'nON1 SPECIF"CATION DCKUNIENTS
Rryision.D=4-a rd,2012
007200-1
General Conditions
Page 58 of 63
15-02 City May Terminate.for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under
Paragraph 6-06.13);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature,the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision:Dwernber 21,2012
007200•1
Genmf Conditions
Page,59 of'63
obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below,
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the or as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Work performed..
.1
4. Neither ('.lity, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractors failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.13, Contractors services will not be terminated if Contractor
begins within seven days of receipt, of tiotice 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.
CfTY(AF]FORT WOR11i
s,rA,NDARD coNs'noic nON SPECUCA'110114 DOCUMENTS
Revision:Da=brr2n,2012
oo7200-/
General Conditions
Page uoofm
15.03 City May Terminate For[`onveo/eoxe
A. City may, without cause and without prejudice to any other right m remedy nfCity, terminate the
Contract. Any tcnnioa1ino shall be effected by mailing a notice of the termination to the
Contractor specifying the cx1cot to which performance of Work under the contract is terminated,
and the date upon which such termination bccnnuca effective. Receipt of the notice shall be
dccnocd conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
ca1ubli3bcd that such termination is noudc with just ouuoc as therein stated; and on proof in any
claim, demand nr suit shall be required of the City regarding such discretionary action.
B. /\ftcr receipt of u notice of termination, and except as ntbcmvisr directed by the City, the
Contractor shall:
l. Stop work under the Contract on the du1c and 1n the cx1cn1 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. tcnninu1c all orders and subcontracts 1n the extent that they relate to the performance nfthe
Work 1cnminutcdby notice 0ftermination;
4. transfer title 1n the City and deliver in the manner, at the times, and 0m the extent, if any,
directed bythe City:
u. the fabricated or unfabricu1cd parts, Work in progress, cnrnp|ctcd Work, supplies and
other material produced as u part of, or acquired in cnuocc1inn with the performance nf,
the Work terminated by the notice nf the termination; and
b. the completed, or partially cnnop|ctcd plans, drawings, iufomno1inu and ndxcc property
which, if the Contract had been completed, vvnu\d have been required 10 be furnished 0o
the City.
5. cnmp)c1c pccfhmnuncc of such Work as abu\i 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 1n its contract which is in the poaacaainu of the
Contractor and in which the owner has nc 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 tnthe City uiist, certified as to quantity and quality, of any orall
items of termination inventory not previously disposed nf, exclusive of items the disposition of
which has been directed nc authorized byCity.
CITY OF:FORT woxrx
STANDARD CONSTRUCTION srcc/,rxnowDOCUMENTS
Revision:Decernber2l,2012
GeneTal Conditions
Page 61 of 63
D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subJect to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary a4justments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within. such 60 day period by the Comiactor, and granted by the
City,any and all such claims shall be conclusively deemed waived.
F. In such case,Contractor shall be paid for(without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performitig services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination,
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of inforination available to it the arnount, if any, due to the Contractor by reason of the
ten nination and shall pay to the Contractor,the amounts determined® Contractor shall not be paid
on account of loss of anticipated profits, or revenue or other economic loss arising out of or
resulting Irom such tennination.
ARTICLE 16—DISPUTE RESOLUTION
16.01 Aklhoils and Proceelures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10.061.
B. City and Conti-actor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.00,13 or 10.06.1? shall become final and binding 30 days after
termination of the mediation unless,widiin that time period,City or Contractor:
MY OF FORTAUR:111
STANDARD(IONSTRUC110N SPEC IFCATION Dc)(13ME14TS,
Rrvisxow 1.X=rat xr21,2012
ov72nn-/
General Conditions
Page ozof*»
l. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
proccnu; or
3. gives written notice t0the other party of the intent to submit the Contract Claim t0a 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
bc deemed t0 have been validly given i�
}. delivered in person to the individual or to a nnenr6cc of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by ccgiutcccd or certified nnoi|, 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 nncaos such electronic
notice shall be deemed sufficient upon confin-nation of receipt by the receiving party.
17.02 Computation m'Times
When any period of time is referred t0 in the C0otcoc1 Documents by days, it will be computed to
exclude the first and include the last day of such period. |f the last day oy any such period falls ooa
Saturday or Sunday or on a day made u legal holiday the ocst Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and 0h|igo1i000 imposed by these General Conditions and the rights and nccncd|cn
available hereunder tothe parties hereto are in addition to, and are not to be construed in any way as
o limitation of any rights and remedies available toany or all of them which are otherwise imposed
or available by Laws orRegulations, by special warranty 0rguarantee, or by other provisions of the
Contract Documents. The provisions of this paragraph will he as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
c/T,op FORT WORTH
STANDARD CONSTRUCTION npsc/ncAr/owDOCUMENTS
Revision:Decernber-21.2012
0072 00-I
Gen end Conditions
Page 63 of 63
17.04 Survival of Obfigaions
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Doctunents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, conipletion, and acceptance of the Work or
termination or completion of the Contract or terminatiort of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEVIF-CATION DOCUMENI'S
Revision:DownlxT21,2012
»»7300 1
SUPPLEMENTARY CONDITIONS
Page/ of 5
l SECTION OO73O0
2 SUPPLEMENTARY CONDITIONS
3 TO
4 GENERAL CONDITIONS
6 Supplementary Conditions
7
8 These Supplementary Conditions modify and supplement Section O0 72O0-General Conditions, and other
A provisions of the Contract Documents us indicated below. All provisions n{the General Conditions that are
10 modified or supplemented remain in full force and effect uy so modified or supplemented. All provisions
I of the General Conditions which are not so modified or supplemented remain in fm|) force and effect.
\2
13 Defined Terms
14
15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the
16 meaning assigned tothem in the General Cnndidnno, unless specifically noted herein.
17
18 Modifications and Supplements
\9
20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and
21 other Contract Documents.
22
23 S«C-3.03B.%,"Resolving Discrepancies"
24
25 Plans govern over Specifications.
26
27 S«C-4'01A
28
29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
30 Upon receiving the final easements descriptions,Contractor shall compare them oo the lines shown nnthe
31 Contract Drawings.
92
93 SC-4.81A.1°=/k°aDabiUty of Lands"
34
95 The following isu list ofknown outstanding right-of-way, and/or easements to be acquired, if any as of
36 6/18/2015
37
38 Outstanding 9Ogbt-Of-Wy,and/or Easements 0oBe Acquired
PARCEL OWNER/PROPERTY ADDRESS TARGET DATE
NUMBER OF POSSESSION
TROE I Baudelio/908 Park Street Contractor to obtain
TR0E2 Garcia/906 Park Street Contractor mobtain
TRO89 Salinas/909 Park Street Contractor mobtain
TD0E4 Guerrero/907 Park Street Contractor toobtain
99
40 The Contractor understands and agrees that the dmoo listed above are estimates only, are not guaranteed.
41 and dn not bind the City.
42
43 If Contractor considers the final easements provided to differ materially from the representations on the
44 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
45 notify City in writing associated with the differing easement line locations.
CITY or FORT WORTH 2u/*c/p Year 2-cvntrau/.Unit/.2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpmo23o9
Revised April I 2013
007 00-2
SUPPILIEMENIARY CONDITIONS
U° a;2 art'5
2 SC4.01A.2,"Availability of Lands"
3
4 Utilities or obstructions to be removed,adjusted,and/or relocated
5
6 The following is list ofutilities and/or obstructions that have not been rentoved,adJusted,and/or relocated
7 as of 6/18/2015
8
EXPECTED unui,ry AND LOCATION TARGET DATE OF
OMINER ADJUSTMENT
.................. ..................I............I.,.,.,..................
NO KNOWN UTILITY ADJUSTMENTS-
CONTRAcrORTO L(X7ATE AND Pltonrr
EXISTING LJT11JT1ES
9 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed,
10 and do not bind the City.
11
12 SC-4.02A.,"Subsurface and Physical Conditions"
13
14 The following are reports of explorations and tests of subsurface conditions at the site of the Work:
15 street bore reports located in Appendix
16
17 SC-4.06A.,"Hazardous Environmental.Conditions at Site"
18
19 The following are reports and drawings of existing hazardous environmental condlitions known to the City:
20 none
21
22 SC-5.03A.,"Certificates of Insurance"
23
24 The entities listed below are"additional insureds as their interest may appear"including their respective
25 officers,directors,agents and employees.
26
27 (1) City
28 (2) Consultant: None
29 (3) Other: None
30
31 SC-5.04A.,,"Contractor's Insurance"'
32
33 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
34 coverages for not less than the following amounts or greater where required by laws and regulations:
35
36 5.04A.Workers'Cornpensation,under Paragraph GC-5,04A.
37
38 Slatutopy limits
39 Employer"Y liabifi�y
40 $100,000 each accidentloccurrence
41 $700,000 Disease.-each employee
42 $500,000 Disease-policy limit
43
44 S—C-5.0413.,"Contractor's Insurance"
45
MY OF FORT WORTH 2014 0111 Year 2-Contract.1,Unit 1,2,mid 3
STANDARD CONSTRUCTION SPECIFICA1110N MAMEMrS CPN 02369
Revised April 1,2013
007300-3
SUPPLEMENTARY CONDITIONS
Page 3 of 5
1 5.04B.Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance
2 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with
3 minimum limits of-
4
5 $1,000,000 each occurrence
6 $2,000,000 aggregate limit
7
8 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance) making the
9 General Aggregate Limits apply separately to each job site.
10
11 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's.
12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
I3
14 SC 5.04C.,"Contractor's Insurance"
15 5.04C. Automobile Liability, under Paragraph GC-5.04C.Contractor's Liability Insurance under
16 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts:
17
18 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto",
19 defined as autos owned,hired and non-owned.
20
21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
22 least:
23
24 $250,000 Bodily Injury per person/
25 $500,000 Bodily Injury per accident/
26 $100,000 Property Damage
27
28 SC-5.04D.,"Contractor's Insurance"
29
30 The Contractor's construction activities will require its employees,agents,subcontractors, equipment,and
31 material deliveries to cross railroad properties and tracks-none
32
33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
34 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
35 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
36 Entry Agreement"with the particular railroad company or companies involved,and to this end the
37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
38 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate
39 to the Contractor's use of private and/or construction access roads crossing said railroad company's
40 properties.
41
42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
43 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
44 Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
45 occupy,or touch railroad property:
46
47 (1) General Aggregate: $Confirm Limits with Railroad
48
49 (2) Each Occurrence: $Confirm Limits with Railroad
50
51 _Required for this Contract X Not required for this Contract
52
53 With respect to the above outlined insurance requirements,the following shall govern:
54
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised April I,2013
00 73(K)4
SUPPLEME,mrARY CONDITIONS
Page 4 of 5
1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in
2 the name of the railroad company. However, if more than one grade separation or at-grade
3 crossing is affected by the Project at entirely separate locations on the line or lines of the same
4 railroad company,separate coverage may be required,each in the amount stated above.
5
6 20 Where more than one railroad company is operating on the same right-of-way or where several
7 railroad companies are involved and operated on their own separate rights-of-way,the Contractor
8 may be required to provide separate insurance policies in the name of each railroad company.
9
10 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a
I1 railroad company's right-of-way at a location entirely separate from the grade separation or at-
12 grade crossing, insurance coverage for this work must be included in the policy covering the grade
13 separation.
14
15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
16 way,all such other work may be covered in a single policy for that railroad,even though the work
17 may be at two or more separate locations.
18
19 No work or activities on a railroad company's property to be perfonned by the Contractor shall be
20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
21 for each railroad company named, as required above. All such insurance must be approved by the City and
22 each affected Railroad Company prior to the Contractor's beginning work.
23
24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
25 has been completed and the grade crossing,,if any,is no longer used by the Contractor. In addition,
26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the
28 railroad company operating over tracks involved in the Project.
29
30 SC-6.04.,"Project Schedule"
31
32 Project schedule shall be tier 3 for the project,
33
34 SC-6.07.,"Wage Rates"
35
36 The following is the prevailing wage rate table(s)applicable to this project and is provided in the
37 Appendixes:
38 Vertical Wage to Table
39 <Buzzum,location, 00-General
40 CondidonsIC77W TYage ale Table 20080708,p(#5,
41
42 SC-6.09.,"Permits and Utilities"
43
44 SC-6.09A.,"Contractor obtained permits and licenses"
45 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
46 None
47
48 SC-6.09B."City obtained permits and licenses"
49 The following are known permits and/or licenses required by the Contract to be acquired by the City:None
50
51 SC-6.09C."Outstanding permits and licenses"
52
53 The following is a list of known outstanding permits and/or licenses to be acquired,,if any as of 9/17/2014:
54
55 Outstanding Permits and/or Licenses to Be Acquired
CITY OF FORT WORTH '2014 C111 Ym 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION]X)C1JM ENTS CPN 02369
Revised Apil 1,2013
007300-5
SUPPLE
MF,,NTARY CONDHIONS
Page 5 of 5
OWNER Pl..,RMITOR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
�one .......................
I SC-7.02.,"Coordination"
2
3 The individuals or entities listed below have contracts with the City for the perforrnance of other work at
4 the Site:
...............
Vendor AC-1.02-C Coordination Authority
tNo'n e
5
6
7 SC-8.01,"Communications to Contractor"
8 None
9
10 SC-,9.0 L,-City's Project Representative"
11
12 The following fi rm is a consultant to the City responsible for construction management of this Project:
13 None
14
15 SC-13.03C.,"Tests and Inspections"
16 None
17
18 SC-16.010.1,"Methods and Procedures"
19 None
20
21
22
23 END OF SEC"TION
MY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unk 1,2,and 3
STANDARD(.1,ONSTRUCTION SPECIFICATION D0CUMFNrt'S UN 02369
Remed April 1,2013
01 1100-1
SUMMARY OF WORK
Page I of 3
1 SECTION 011100
2 SUMMARY OF WORK
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes-,
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited too
10 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract
11 2. Division I -General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payn'ient
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate paynient will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include fumishing all labor,materials,and equipment, and perfonning
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project,such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list,then the item shall
27 be considered as a subsidiary item of Work-,the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 L Coordinate uses of prernises under direction of the City
31 2. Assurrie full responsibility,for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only poil'ions of the public streets and alleys,or other public places
34 or other t'-ights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents,or as may be specifically authorized in writing by the City.
36 a. A.reasonable amount of tools,materials,and equipmejit for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operatioris.
CITY OF FOR'r woit-rii 2014 CIP Year 1-CoTift act ii.Unit 1,2,and 3
STANDARD C'ONSTRUC FTON SPECIFICATION IX"KA IMENTS CPN 02369
Revised December 20,20 12
01 11 00-2
SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts,curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines,to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material,or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
W 1100-3
SUMMARY OFWORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUM-MARY OF CHANGE
13
Crff OF FORT WOR71TI 2014 CIP Year 2-Con truct 1,Unit 1,2,and 3
STANDARD CONSTIltJCTf.ON SPECIFICATION DOCUMENT'S CPN 02369
Revised December 20,2012
012500-1
SUBSTITUTION PROCEDURES
Page 1 of 4
1 SECTION 0125 00
2 SUBSTITUTION PROCEDURES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 —General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution-General
26 1. Within 30 days after award of Contract(unless noted otherwise),the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors, trade names, or
31 catalog numbers.
32 a. When this method of specifying is used, it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names, or catalog numbers, provided said products are "or-equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or-equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements, or other factors beyond control of Contractor;
40 or,
CITY OF FORT WORTH 2014 C1P Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
012500 2
SUBSITEUTION PROCIMURIES
Page 2 of 4
I b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form(attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 1) Complete data Substantiating coml,)liance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule,when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product,including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including,but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction)
28 c) Weight
29 d) Electrical or mechanical requiremerrLs
30 4) Product experierice
31 a) t,ocationi of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 pr(Jecius knowledgeable conceming proposed product
34 c) Available field data and reports wssociated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed'method.
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent,
45 3. In the event the substitution is approved,the resulting cost and/or time reduction
46 will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1.kinit 1,2,and 3
STANDARD CONSTRUCTION SPECI(FICATION D(XXMENTS CPN 02369
Revised Jut,y 1,2011
01 2500-3
SUBSTITUTION PROCEDURES
Page 3 of 4
1 4. No additional contract time will be given for substitution.
2 5. Substitution will be rejected if:
3 a. Submittal is not through the Contractor with his stamp of approval
4 b. Request is not made in accordance with this Specification Section
5 c. In the City's opinion, acceptance will require substantial revision of the original
6 design
7 d. In the City's opinion, substitution will not perform adequately the function
8 consistent with the design intent
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE
13 A. In making request for substitution or in using an approved product, the Contractor
14 represents that the Contractor:
15 1. Has investigated proposed product, and has determined that it is adequate or
16 superior in all respects to that specified, and that it will perform function for which
17 it is intended
18 2. Will provide same guarantee for substitute item as for product specified
19 3. Will coordinate installation of accepted substitution into Work, to include building
20 modifications if necessary, making such changes as may be required for Work to be
21 complete in all respects
22 4. Waives all claims for additional costs related to substitution which subsequently
23 arise
24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
25 1.11 FIELD [SITE] CONDITIONS [NOT USED]
26 1.12 WARRANTY [NOT USED]
27 PART 2 - PRODUCTS [NOT USED]
28 PART 3- EXECUTION [NOT USED]
29 END OF SECTION
30
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 25 W-4
SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
2 REQUEST FOR SUBSTITUTION FORM:
3
4 TO. ...........""'�............ .......... ............mm�
5 PRdii .......... DS17E:......_.......................____
6 We hereby submit for your consideration the fbIlowing product instead of the specified item for
7 the above project:
8 SECTION PA SAG. API-1 SlIECIFTED ITEM
9
10 ---...--- .....................____........... .................
I I Proposed .......
12 Reason for Substitution: ............................ ........
13 Include complete: inforn,iiation on changes to Drawings and/or Specificatiotis which proposed
14 substitution will require for its proper installation,
15
16 Fill in Blanks Below:
17 A. Will the undersigned contractor pay for changes to the building design, including engineering
18 and detailing costs caused by the requested substitution?
19
20
21 B. 1WE-at R does_ ,%_ub u i i o n-h a v on io"ih e r-Ir-ades? ........."""............................................--""'-"
22
23
24 C. Nifferences between proposed substitution and specified Rein?
25
26
27 D. 5'J'ffe`r"enct"si an-pr-c)d'-u_c_1")sii-'o'-r-,-p r-W", t"i-c" ('"I e-1i ver y
28
29
30 E. M_1_u Ta ict u i�e-es j i.i a-ra i it e"e-so'J't,the p-ro p o s-ed'T.......and"" "-s p-ecified iten-is-a"'r-e-
31
32 ......-Better(explain on attachment,)
33 The undersigned states that the function, appearance and quality are equivalent or superior to the
34 specified item.
35 Submitted By: For Use by City
36
37 Signature ...... Recommended Recommended
38 as noted
39
40 Firm Not recomniended Received late
41 Address By
42 Date
43 Date
44 Telephone _....M......._.......
45
46 For Use by City:
47
48 -Approved ........................... Rejected
49 City ......... ...... Date
CITY OF FORT WORTH 2014 CIP Year 2 Contrad 1,Unit 1,2,mid 3
STANDARD C'ONSTRUCTION SPECIF9CAPON IX)CIAIENTS CPN 02369
Revised July 1,201 1
01 31 19-1
PRECONSTRUCTION MEETING
Page 1 of 3
1 SECTION 0131 19
2 PRECONSTRUCTION MEETING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 —General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded,tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the execution of the
28 Agreement and before Work is started.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting,prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Project Representative
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised August 17,2012
Of 31 19-2
TIRE'X,'ONSTRUCITION MEETfNG
Page 2 of'3
I e. Other City representatives
2 f Others as appropriate
3 4. Construction Schedule
4 as Prepare baseline constn.iction sctiedule in accordance with Section 0132 16 and
5 provide at PrecorLstruction Meeting.
6 b. City will notify,Contractor of any schedule changes upon Notice of
7 11'reconstruction Meeting.
8 5. Preliminary Agenda may include:
9 a. Introduction of Project Personnel
10 b. General. Description of Project
I I c. Status of right-of-way, utility Clearances,easements or other pertinent permits
12 d. Contractor's work plan and schedule
13 e. Contract Time
14 f Notice to Proceed
15 g. Construction Staking
16 h. Progress Payments
17 i. Extra Work and Chmige Orderf'r0cedures,
18 j. Field Orders
19 k. Disposal Site Letter for Waste Material
20 1. Insurance Renewals
21 m. Payroll Certificatiork
22 no Material Certifications and Quality Control Testing
23 o. Public Safety and Convenience
24 p. Documentation of Pre-Construction Conditions
25 q. Weekend Work Notification
26 r. Legyal Holidays
27 s. Trench Safety Plans
28 t. Confined Space Entry Standards
29 u. Coordination with the(,,ky's representative for operations of existing water
30 systems
31 v. to Water Pollution Prevention Plan
32 w. Coordination with other Contractors
33 x. Early Warning System
34 y. Contractor Evaluation
35 z. Special Conditions applicable to the project
36 aa. Da triages Claims
37 bb. Submittal Procedures
38 cc. Substitution Procedures
39 dd. Correspondence Routing
40 ee. Record[)rawings
41 ff. Temporary consmiction,facilities
42 gg. M/WBE or MBE/SBE procedures
43 hh. Final Acceptance
44 ii. Final Payment
45 J. Qucstions or Comments
MY OF FORT WOFMI 2014 CHI Year 2-Conbvd 1,Unit 1,2,and 3
STANDARD CONSTRU(JION SPECIFIC'MION DOCUINIENTS CPN 02.369
Revised August 17,2012
01 31 19-3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised August 17,2012
01 3120 1
PROJECT MIEF]INGS
Page I of 3
SECTION 013120
2 PROJECT MEETINGS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for project ineetings throughout the coilstruction period to enable orderly
7 review of the progress of the Work and to provide for systematic discussion of
8 potential problems
9 B. Deviations this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include, but are not necessarily limited to:
12 1. Division 0 Bidding Requirenients,Contr act Forms and Conditions of the Contract
13 2. Division I Gienerar) Requirennierits
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the variows items bid.
17 No separate paymeiii will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Coordination
21 1. Schedule,attend and administer as specified,periodic progress meefings,and
22 specially called ineetings throughout progress of the Work.
23 2. Representati ves of Contractor, subcontractors and suppliers., attending meetings
24 shall be qualified and authorized to act on behalf of the entity each represents.
25 3. Meetings administered by City may be tape recorded,,
26 a. If recorded,tapes will be used to prepare ininutes and reudned by City for
27 future reference.
28 4. Meetings, in addition to those specified in this Section,may be held when requested
29 by the City, Engineer or Contractor.
30 B. Pre-Construction Neighborhood Meeting
31 1. After the execution of the Agreement,but before construction is allowed to begin,
32 attend I Public Meeting with affected residents to:
33 as Present.projected schedule,including const ruction start date
34 b. Answer any construction related questions
35 2. Meeting Location
36 a., L,ocation of meeting to be deteraiined by the City.
37 1 Attendees
38 a. Contractor
crry OF IFCDRT WORTH 2014 CIP Yew 2 Contract 1,Unit 1,2,and 3
STANDARD CONSMUCIRDN SPEKIFICATION DOCUMENTS CPN 02369
Revised Ady 1,201 1
013120-2
PROJECT MEETINGS
Page 2 of 3
1 b. Project Representative
2 c. Other City representatives
3 4. Meeting Schedule
4 a. In general,the neighborhood meeting will occur within the 2 weeks following
5 the pre-construction conference.
6 b. In no case will construction be allowed to begin until this meeting is held.
7 C. Progress Meetings
8 1. Formal project coordination meetings will be held periodically. Meetings will be
9 scheduled and administered by Project Representative.
10 2. Additional progress meetings to discuss specific topics will be conducted on an as-
11 needed basis. Such additional meetings shall include, but not be limited to:
12 a. Coordinating shutdowns
13 b. Installation of piping and equipment
14 c. Coordination between other construction projects
15 d. Resolution of construction issues
16 e. Equipment approval
17 3. The Project Representative will preside at progress meetings, prepare the notes of
18 the meeting and distribute copies of the same to all participants who so request by
19 fully completing the attendance form to be circulated at the beginning of each
20 meeting.
21 4. Attendance shall include:
22 a. Contractor's project manager
23 b. Contractor's superintendent
24 c. Any subcontractor or supplier representatives whom the Contractor may desire
25 to invite or the City may request
26 d. Engineer's representatives
27 e. City's representatives
28 f. Others, as requested by the Project Representative
29 5. Preliminary Agenda may include:
30 a. Review of Work progress since previous meeting
31 b. Field observations, problems, conflicts
32 c. Items which impede construction schedule
33 d. Review of off-site fabrication, delivery schedules
34 e. Review of construction interfacing and sequencing requirements with other
35 construction contracts
36 f. Corrective measures and procedures to regain projected schedule
37 g. Revisions to construction schedule
38 h. Progress, schedule, during succeeding Work period
39 i. Coordination of schedules
40 j. Review submittal schedules
41 k. Maintenance of quality standards
42 1. Pending changes and substitutions
43 m. Review proposed changes for:
44 1) Effect on construction schedule and on completion date
45 2) Effect on other contracts of the Project
46 n. Review Record Documents
47 o. Review monthly pay request
48 p. Review status of Requests for Information
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
013120-3
PROJECTMEETINGS
Page 3 of 3
1 6. Meeting Schedule
2 a. Progress meetings will be held periodically as detelm fined by the Prqject
3 Representati ve.
4 1) Additional meetings may be held at the request of the
5 a) City
6 b) Engineer
7 c) Contractor
8 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the extent practicable,meetings will be held at the Site.
11 1.5 SUBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION [NOT USEDI
21 END OF SECTION
22
Revision Log
DATE NAME SUMMARY OF CHANGE'
23
CITY OF FORT WORTH 2014 CIP Year 2-Con trut 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPEC IFfCATION DOCkjmFmrs CPN 02369
Revised July 1,2011
01 32 16-1
CONSTRUCTION PROGRESS SCHEDULE
Page:1 of 5
1 SECTION 0132 16
2 CONSTRUCTION PROGRESS SCHEDULE
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 —General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Work associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item.
19 1.3 REFERENCES
20 A. Definitions
21 1. Schedule Tiers
22 a. Tier 1 -No schedule submittal required by contract. Small, brief duration
23 projects
24 b. Tier 2 -No schedule submittal required by contract, but will require some
25 milestone dates. Small, brief duration projects
26 c. Tier 3 - Schedule submittal required by contract as described in the
27 Specification and herein. Majority of City projects, including all bond program
28 projects
29 d. Tier 4 - Schedule submittal required by contract as described in the
30 Specification and herein. Large and/or complex projects with long durations
31 1) Examples: large water pump station project and associated pipeline with
32 interconnection to another governmental entity
33 e. Tier 5- Schedule submittal required by contract as described in the
34 Specification and herein. Large and/or very complex projects with long
35 durations, high public visibility
36 1) Examples might include a water or wastewater treatment plant
37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve
38 as the baseline for measuring progress and departures from the schedule.
39 3. Progress Schedule-Monthly submittal of a progress schedule documenting
40 progress on the project and any changes anticipated.
CITY OF FORT WORTH 2014 C1P Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
013216-2
CONSTRIXTION PROGRESS SCHE,DtJLE
Page 2 of 5
1 4. Schedule Narrative-Concise narrative of the schedule including schedule
2 changes,expected delays,key schedule issues, critical path items,etc
3 B. Reference Standards
4 1. City of Fort Worth Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
6 A.. Baseline Schedule
7 1. General
8 a. Prepare a cost-loaded baseline Schedule using approved software and the
9 Critical Path Method(CPM)as required in the City of Fort Worth Schedule
10 Guidance Document.
11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
12 understanding of the work to be performed and known issues and constraints
13 related to the schedule.
14 c. Designate an authorized representative(Project Scheduler) responsible for
15 developing and updating the schedule and preparing reports.
16 B. Progress Schedule
17 1, Update the progress Schedule monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
20 3. Change Orders
21 a. Incorporate approved change orders,resulting in a change of contract time, in
22 the baseline Schedule in accordance with City of Fort Worth Schedule
23 Guidance Document.
24 C. Responsibility for Schedule Compliance
25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulted and the Contract completion
27 date will not be met,or when so directed by the City,make some or all of the
28 fbilowing actions at no additional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlirung:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Increase construction.manpower in such quantities and crafts as will
34 substantially eliminate the backlog of work and return current Schedule to
35 meet projected baseline completion dates
36 3) Increase the number of working hours per shift, shifts per day, working
37 days per week,the amount of construction equipment,or any combination
38 of the-foregoing,sufficiently to substantially eliminate the backlog of work
39 4) Reschedule activities to achieve maximum practical concurrency of
40 accomplishment of activities,and comply with the revised schedule
41 2. If no written staternent of the steps intended to take is submitted when so requested
42 by the City,the City may direct the Contractor to increase the level of effort in
43 manpower(trades),equipment and work schedule(overtime,weekend and holiday
44 work,etc.)to be employed by the Contractor in order to remove or arrest the delay
45 to the critical path in the approved schedule.
46 a. No additional cost for such work will be considered.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit t ro 2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUME114TS CPN 02369
Revised July 1,201
01 32 16-3
CONSTRUCTION PROGRESS SCHEDULE
Paste 3 of 5
1 D. The Contract completion time will be adjusted only for causes specified in this
2 Contract.
3 a. Requests for an extension of any Contract completion date must be
4 supplemented with the following:
5 1) Furnish justification and supporting evidence as the City may deem
6 necessary to determine whether the requested extension of time is entitled
7 under the provisions of this Contract.
8 a) The City will, after receipt of such justification and supporting
9 evidence, make findings of fact and will advise the Contractor, in
10 writing thereof.
11 2) If the City finds that the requested extension of time is entitled,the City's
12 determination as to the total number of days allowed for the extensions
13 shall be based upon the approved total baseline schedule and on all data
14 relevant to the extension.
15 a) Such data shall be included in the next updating of the Progress
16 schedule.
17 b) Actual delays in activities which, according to the Baseline schedule,
18 do not affect any Contract completion date shown by the critical path in
19 the network will not be the basis for a change therein.
20 2. Submit each request for change in Contract completion date to the City within 30
21 days after the beginning of the delay for which a time extension is requested but
22 before the date of final payment under this Contract.
23 a. No time extension will be granted for requests which are not submitted within
24 the foregoing time limit.
25 b. From time to time, it may be necessary for the Contract schedule or completion
26 time to be adjusted by the City to reflect the effects of job conditions, weather,
27 technical difficulties, strikes, unavoidable delays on the part of the City or its
28 representatives, and other unforeseeable conditions which may indicate
29 schedule adjustments or completion time extensions.
30 1) Under such conditions,the City will direct the Contractor to reschedule the
31 work or Contract completion time to reflect the changed conditions and the
32 Contractor shall revise his schedule accordingly.
33 a) No additional compensation will be made to the Contractor for such
34 schedule changes except for unavoidable overall contract time
35 extensions beyond the actual completion of unaffected work, in which
36 case the Contractor shall take all possible action to minimize any time
37 extension and any additional cost to the City.
38 b) Available float time in the Baseline schedule may be used by the City
39 as well as by the Contractor.
40 3. Float or slack time is defined as the amount of time between the earliest start date
41 and the latest start date or between the earliest finish date and the latest finish date
42 of a chain of activities on the Baseline Schedule.
43 a. Float or slack time is not for the exclusive use or benefit of either the
44 Contractor or the City.
45 b. Proceed with work according to early start dates, and the City shall have the
46 right to reserve and apportion float time according to the needs of the project.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 3216-4
CONSTRUM]IDN PROGIUSS SCHEDULE
Page 4 of 5
1 c. Acknowledge and agree that actual delays,atfecting paths of activities
2 containing float time,will not have any effect upon contract completion limes,
3 providing that the actual delay does not exceed the float time associated with
4 those activities.
5 E. Coordinating Schedule with her Contract Schedules
6 1. . Where work is to be performed under this Contract concurrently with or contingent
7 upon work performed on the same facilities or area under other contracts,the
8 Baseline Schedule shall be coordinated with the schedules of the other contracts,
9 a. Obtain the schedules of the other appropriate contracts from the City for the
10 preparation and updating of Baseline schedule and make the required changes
i I in his schedule when indicated by changes in corresponding schedules.
12 2. In case of interference between the operations of different contractors,the City will
13 determine the work priority of each contractor and the sequence of work.necessary
➢4 to expedite the completion of the entire Pr(sject.
!5 a. In such cases,the decision of the City shall be accepted as final.
16 b. The temporary delay of any work due to such circumstances shall not be
t 7 considered asjustification for claims for additional compensation,
18 1.5 SUBMtTTALS
19 A. Baseline Schedule
20 L Submit Schedule in native file format and pdf format as required in the City of Fort
21 Worth Schedule Guidance Document,
22 a. Native file format includes:
23 1) Primavera(P6 or Primavera Contractor)
24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
25 bring in hard copy to the meeting for review and discussion,
26 B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document.
29 1 Submit progress Schedule monthly no later than the last day of the month.
30 C. Schedule"Narrative
31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
32 Schedule Guidance Document,
33 2. Submit schedule narrative Monthly no later than the last day of the month.
34 D. Submittal Process
35 1. The City administers and manages schedules through Buzzsaw.
36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
37 Guidance Document,,
38 3. Once the project has been corm-Aeted and Final Acceptance has been issued by the
39 City, no further progress schedules are required,
CITY OF FORT WORTH 2014 0111 Year 2•Contract 1,Unit 1,2,and 3
STANDARD CONSIRUC'nON SPECIFICATION DOCUMENTS CPN 02,369
Revs rA July 1:,201 1
01 32 16-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
5 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 supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
11 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2 - PRODUCTS [NOT USED]
15 PART 3 - EXECUTION [NOT USED]
16 END OF SECTION
17
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July I,2011
01 32 33-)
PRECONSTRUCTION VIDEO
Page I of 2
1 SECTION 0132 33
2 PRECONSTRUCTION VIDEO
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
12 2, Division I —General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 10 Work associated with this to is considered subsidiary to the various items bid.
16 No separate payment,will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction,
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
33 PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORM 2014 CIP Year 2-Contrwt 1,unit 1,2,and 3
STANDARD CONSTRUCTION SPECIF'ICATION rx)c UME14TS CPN 02369
Revised July 1,2011
01 3233-2
PRECONSTRUCTION VIDEO
Page 2 of'2
1 PART 3 - EXECUTION [NOT USED]
2 END OF SECTION
3
Revision Log
DATE NAME SUMMARY OF CHANGE
4
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
013300-1
SUBMMALS
Page I of 8
1 SECTION 0133 00
2 SUBMITTALS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related subrnittals°
8 a. Shop Drawings
9 b. Product Data(including Standard Product List suibinilittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification,
13 1. None.
14 C. Related Specification Sections include,but are not necessarily limited to:
15 10 Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
16 2. Division I —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary t o t he various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writirig,at the time of subinittal, of any deviations in the
25 submittals from the requirements of the Contract Docurnerits,
26 2. Coordination,of Submittal Times
27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities,or within the time
29 specified in the individual Work Sections,of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including,but not limited to:
32 a) Disapproval and resubmituil (if required)
33 b) Coordination with other submittals
34 c) 'Hest ng
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 19 Unit 191,and 3
S FANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02.369
Revised December 20,2012
013300-2
SUBMITTALS
Page 2 of 8
1 d. Make submittals promptly in accordance with approved schedule, and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. Submittal Numbering
5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
6 reference identification numbering system in the following manner:
7 a. Use the first 6 digits of the applicable Specification Section Number.
8 b. For the next 2 digits number use numbers 01-99 to sequentially number each
9 initial separate item or drawing submitted under each specific Section number.
10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing(i.e.
11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
12 submittal number would be as follows:
13
14 03 30 00-08-B
15
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission(second resubmission) of that particular shop
19 drawing
20 C. Contractor Certification
21 1. Review shop drawings, product data and samples, including those by
22 subcontractors,prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) `By this submittal, I hereby represent that 1 have determined and verified
33 field measurements, field construction criteria,materials, dimensions,
34 catalog numbers and similar data and 1 have checked and coordinated each
35 item with other applicable approved shop drawings."
36 D. Submittal Format
37 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches.
38 2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items/Table of Contents
44 c. Product Data/Shop Drawings/Samples/Calculations
45 E. Submittal Content
46 1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
01 33 CX)-3
SUBM17TALS
Page 3 of 8
1 2. The Project title and number
2 3. Contractor identification
31 4. The names of-
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product,with the Specification Section number,page and
8
p° graphs)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the or or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract,Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
15 F. Shop Drawings
16 L , As specified in itidividual Work Sections includes,but is not necessarily limited to:
17 a. Custom-prepared data such as Fabrication and erection/installation(working)
18 dnimings
19 b. Scheduled information
20 c. Setting diagrams
21 d. Actual shopwork maritifacturing instructions
22 e. Custom templates
23 f. Special wiring diagrams
24 g. Coordination drawings
25 h. Individual system or equipment inspection and test reports including:
26 1) Performance curves and certifications
27 L As applicable to the Work
28 2. Details
29 a. Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field ineasurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval,
33 G. Product Data
34 1. For submittals of product data for products included on the Citys Standard Product
35 List,clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City's Standard
37 Product List,submittal data may include,but is not necessarily limited to:
38 a. Standard prepared data for manufactured products(sometimes referred to as
39 catalog data)
40 1) Such as the manufacturer's product.specification and installation
41 instructions
42 2) Availability of colors and patterns
43 3) ManUfacturer's printed statements of compliances,and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
Cn'Y OF FORT WORTH 2014 CrP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRA.K."TION SPECIF ICATION DOC LTMENIS CPN 02369
Revised December 20,2012
013300-4
SUBMITTALS
Page 4 of 8
1 7) Standard wiring diagrams
2 8) Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections, include, but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work, materials, fabrication,and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City's Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution(if required in lieu of electronic distribution)
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
Of 33 00-5
SUBM 11 JALS
Page 5 of 8
1 a. Shop Drawings
2 1) Distributed to the City
3 2) Copies
4 a) 8 copies for mechanical submittals
5 b) 7 copies for all other submittals
6 c) If Contractor requires more than 3 copies of Shop Drawings returned,
7 Contractor shall submit more than the number of copies listed above.
8 b. Product Data
9 1) Distributed to the City
10 2) Copies
11 a) 4 copies
12 c. Sampl'es
13 1) Distributed tot e Project.Representative
14 2) Copies
15 a) Submit the number stated in the respective Specification Sections,
16 3. Distribute reproductions of approved shop drawings and copies of approved
17 product data and samples,where required,to the job site file and elsewhere as
18 directed by the City.
19 a. Provide number of copies as directed by the City but not exceeding the number
20 previously specified.
21 K. Submittal Review
22 1. The review of shop drawings,data and samples will be for general conformance
23 with the design concept and Contract DoctIments. This is not to be construed as:
24 a. Permitting any departure from the Contract requirements
25 b. Relieving the Contractor of responsibility for any errors, including details,
26 dimensions,and materials
27 c. Approving departures from details furnished by the City,except as otherwise
28 provided herein
29 2. The review and approval of shop drawings, samples or product data by the City
30 does not relieve the Contractor from his/her responsibility with regard to the
31 fulfillment of the terms of the Contract.
32 a. All risks of error and on-iission are assumed by the Contractor, and the City will
33 have no responsibility therefore.
34 3. The Contractor remains responsible for details and accuracy,for coordinating the
35 Work with all other associated work and trades,for selecting fabrication processes,
36 for techniques of assembly and for performing Work in a safe manner.
37 4. If the shop drawings,data ors pl.es as submitted describe variations and show a
38 departure from the Contract requirements which City finds to be in the interest of
39 the City and to be so minor as not to involve a change in Contract Price or time for
40 performance,the City may return the reviewed drawings Without noting an
41 exception.
42 5. Submittals will be returned to the Contractor under I of the following codes:
43 a. Code 1
44 1) "NO EXCEPTIONS TAKEN" is assigried when there are no notations or
45 comments on the sublInittal.
46 a) When returned under this code the Contractor may release the
47 equipment,and/or material for manufacture,
48 b. Code 2
CITY OF FORT WORTH 2014 C111 Year 2-Cori twt L,Unit 1,2,and 3
STANDARD CONSTRLM!'ION SPECIFICATI(M IX)CUMENTS CPN 02369
Revised December 20,20112
013300-6
SUBMITTALS
Page 6 of 8
1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or material for manufacture;
4 however, all notations and comments must be incorporated into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
8 assigned when notations and comments are extensive enough to require a
9 resubmittal of the package.
10 a) The Contractor may release the equipment or material for manufacture;
11 however, all notations and comments must be incorporated into the
12 final product.
13 b) This resubmittal is to address all comments, omissions and
14 non-conforming items that were noted.
15 c) Resubmittal is to be received by the City within 15 Calendar Days of
16 the date of the City's transmittal requiring the resubmittal.
17 d. Code 4
18 1) "NOT APPROVED" is assigned when the submittal does not meet the
19 intent of the Contract Documents.
20 a) The Contractor must resubmit the entire package revised to bring the
21 submittal into conformance.
22 b) It may be necessary to resubmit using a different manufacturer/vendor
23 to meet the Contract Documents.
24 6. Resubmittals
25 a. Handled in the same manner as first submittals
26 1) Corrections other than requested by the City
27 2) Marked with revision triangle or other similar method
28 a) At Contractor's risk if not marked
29 b. Submittals for each item will be reviewed no more than twice at the City's
30 expense.
31 1) All subsequent reviews will be performed at times convenient to the City
32 and at the Contractor's expense, based on the City's or City
33 Representative's then prevailing rates.
34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for more than 1 resubmission or any other delay in obtaining City's
37 review of submittals, will not entitle the Contractor to an extension of Contract
38 Time.
39 7. Partial Submittals
40 a. City reserves the right to not review submittals deemed partial, at the City's
41 discretion.
42 b. Submittals deemed by the City to be not complete will be returned to the
43 Contractor, and will be considered "Not Approved" until resubmitted.
44 c. The City may at its option provide a list or mark the submittal directing the
45 Contractor to the areas that are incomplete.
46 8. If the Contractor considers any correction indicated on the shop drawings to
47 constitute a change to the Contract Documents,then written notice must be
48 provided thereof to the City at least 7 Calendar Days prior to release for
49 manufacture.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
01 3300-7
SUBMn-TALS
Page 7 of 8
1 9. When the shop drawings have been completed to the satisfaction of the City,the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except.upon written instructions from the City.
4 10. Each Submittal, appropriatelly coded,will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up its as speci fled in individual Sections,include,but are not necessarily
8 limited to,complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the or or when directed.
to M. Qualifications
11 1. If specifically required in other Sections of these Specifications,submit a P.E.
12 Certification for each item required,
13 N. Request for hifon-nation(RFI)
14 1. Contractor Request for additional infon-nation
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Use the Request for Information(RFI)form provided by the City.
21 3. Numbering of RFI
22 a. Prefix with"RFI"followed by series number, "'--xxx",beginning with"01"and
23 increasing sequentially with each additional transmittal..
24 4. Sufficient information shall be attached to perinit a written response without further
25 information.
26 5. The City will log each request and will review the request,
27 a. If review of the project inforniation request indicates that a change to the
28 Contract Documents is required,the City will issue a Field Order or Change,
29 Order,as appropriate.
30 1.5 SUBMITTALS [NOT USED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
36 1.11 FIELD [SITE] CONDITIONS [NOT USED]
37 1.12 WARRANTY [NOT USED]!
CITY OF FORT WORTH 2014 CIP Yew 2-Contract 1,Unit 1,2,and 3
S►ANDARD CONSTIZIA."FION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
013300-8
SUBMITTALS
Page 8 of 8
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.4.x.8.Working Days modified to Calendar Days
5
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
013513-➢
SP tAl,PROJECT PROCEDURES
Page I of 8
1 SECTION 013513
2 51 ECIAL PROJI..'C"I'PROCEDURES
3 PART1 - ENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1 The procedures for special project circurnstances that includes,but is not limited to:
7 a. Coordination with the Texas Department.of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
I I e. Use of Explosives,Drop Weight,Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad.permits areas
16 j. Dust Control
17 k. Employee Parking
18 Be Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include,but are not necessarily limited to:
21 1. Division 0--Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division I General Requireilients
23 3. Section 33 12 25 Connection to Existing Water Mains
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Coordination within Railroad permit areas
27 a. Measurement
28 1) Measurement for this Item will be by lump sum.
29 b. Payment
30 1) The work perlFori-ned and materials furnished in accordance with this Item
31 will be paid for at the lump sum price bid for Railroad Coordination.
32 c. The price bid shall include:
33 1) Mobilization
34 2) Inspection
35 3) Safety training
36 4) Additional Insurance
37 5) Insurance Certificates
38 6) Other requirements associated with general coordination with Railroad,
39 including addiitional employees required to protect the right-,of-way and
40 property of the Railroad from damage arising out of and/or from the
41 construction of the Project.
42 2. Railroad l7lagnien
CrrY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUC110N SPECIFICATION DOCUMENT'S CPN 02369
Revised December 20,2012
01 35 13-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
l a. Measurement
2 1) Measurement for this Item will be per working day.
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 will be paid for each working day that Railroad Flagmen are present at the
6 Site.
7 c. The price bid shall include:
8 1) Coordination for scheduling flagmen
9 2) Flagmen
10 3) Other requirements associated with Railroad
11 3. All other items
12 a. Work associated with these Items is considered subsidiary to the various Items
13 bid. No separate payment will be allowed for this Item.
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Specification, unless a date is specifically cited.
19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
20 High Voltage Overhead Lines.
21 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction
22 Specification
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Coordination with the Texas Department of Transportation
25 1. When work in the right-of-way which is under the jurisdiction of the Texas
26 Department of Transportation(TxDOT):
27 a. Notify the Texas Department of Transportation prior to commencing any work
28 therein in accordance with the provisions of the permit
29 b. All work performed in the TxDOT right-of-way shall be performed in
30 compliance with and subject to approval from the Texas Department of
31 Transportation
32 B. Work near High Voltage Lines
33 1. Regulatory Requirements
34 a. All Work near High Voltage Lines(more than 600 volts measured between
35 conductors or between a conductor and the ground) shall be in accordance with
36 Health and Safety Code,Title 9, Subtitle A, Chapter 752.
37 2. Warning sign
38 a. Provide sign of sufficient size meeting all OSHA requirements.
39 3. Equipment operating within 10 feet of high voltage lines will require the following
40 safety features
41 a. Insulating cage-type of guard about the boom or arm
42 b. Insulator links on the lift hook connections for back hoes or dippers
43 c. Equipment must meet the safety requirements as set forth by OSHA and the
44 safety requirements of the owner of the high voltage lines
45 4. Work within 6 feet of high voltage electric lines
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit I,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
01 35 13...3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
1 a. Notification shall be given to:
2 1) The power company(example: ANC OR)
3 a) Maintain an accurate log of all such calls to power company and record
4 action taken in each case.
5 b. Coordination with power company
6 1) After notification coordinate with the power company to:
7 a) Erect temporary mechanical barriers,de-energize the lines,or raise or
8 lower the lines
9 c. No personnel, may work within 6 feet of a high voltage line before the above
10 requirements have been met.
11 C. Confined Space Entry Program
12 1. Provide and follow approved Confined Space Entry Program in accordance with
13 OSHA requirements.
14 2. Confined Spaces include:
15 as Manholes
16 b. All other confined spaces in accordance with OS 's Permit Required for
17 Confined Spaces
18 D. Air Pollution Watch Days
19 1. General
20 a. Observe the following guidelines relating to working on City construction sites
21 on days designated as"AIR POI,I.,[]Tl(,)N WATCH DAYS".
22 b. Typical Ozone Season
23 1) May I through October 31.
24 c. Critica] .Emission Time
25 1) 6:00 a.m.to 10:00 a.m.
26 2. Watch Days
27 a. The Texas Commission on Environmental Quality (TCEQ), in coordination[
28 with the National Weather Service, will issue the Air Pollution Watch by 3:00
29 p.m. on the afternoon prior to the WATCH day.
30 b. Requirements
31 1) Begin work after 10:00 a.m. whenever construction phasing requires the
32 use of motorized equipment for periods in excess of I hour.
33 2) However,the Contractor may begin work prior to 10:00 a.m. if-
34 a) Use of motorized equipment is less than I hour,or
35 b) If equipment is new and certified by EPA as "Low Emitting", or
36 equipment burns Ultra Low Sulfur Diesel([JLSD),diesel emulsions,or
37 alternative fuels such as CNG.
38 E. TCEQ Air Permit
39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.
40 F. Use of Explosives,Drop Weight,Etc.
41 1. When Contract Documents pen-nit on the project the following will apply:
42 a. Public Notification
43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
44 prior to commencing.
45 2) Minimum 24 our public notification in accordance with Section 01 31 13
46 G. Water Department Coordination
CITY OF FORT WORTH 2014 CfP Year 2-Contrwt 1,Unit 1,2,and 3
S"FANDARD CONSTRUCTION SPECIFICATION N)CUMENTS CPN 02.369
Revised December 20,2012
01 35 13-4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1 1. During the construction of this project, it will be necessary to deactivate, for a
2 period of time, existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required, coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition,the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 H. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis, prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
28 a) Name of Project
29 b) City Project No(CPN)
30 c) Scope of Project(i.e. type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's foreman and phone number
33 f) Name of the City's inspector and phone number
34 g) City's after-hours phone number
35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 I. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction, prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
CITY OF FORT WORTH 2014 CIP Year 2-Contract I,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
101 35 13-5
SPECIAL PROJECTPRC)CEDURES
Page 5 of 8
1 b. Prepare flyer on the contractor's letterhead and include the following
2 information:
3 1) Name of the project
4 2) City Pr(.)j ect Number
5 3 Date of the interruption of service
6 4) Period the interruption will take place
7 5) Name oft e contractor's foreman and phone munber
8 6) Name of the City's inspector and phone number
9 c. A sample of the temporary water service interruption notification is attached as
10 Exhibit B.
11 d. Deliver a copy of the temporary interruption notification to the City inspector
12 for review prior to being distributed..
13 e. No interruption of water service can occur until the flyer has been delivered to
14 all affected residents and businesses.
15 f. Electronic versions of the sample flyers can be obtained from the Project
16 Construction Inspector.
17 J. Coordination with United States Army Corps of Engineers USACE)
18 1. At locations in the Project where construction activities occur in areas where
19 USAGE permits are required,meet all requirements set forth in each designated
20 permit.
21 K. Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required,meet all requirements set forth in each designated
24 railroad pennit. This includes,but is not limited to,provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f her employees required to protect the right-of-way and property of the
31 Ra.ilroadl.Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad's
35 requirements.
36 3. Railroad Flagmen
37 a. Subiin.it receipts to City for verification of working days that railroad flagmen
38 were present on Site.
39 L. Dust Control
40 1. Use acceptable measures to control dust at the Site.
41 a. If water is used to control dust,capture and properly dispose of waste water.
42 b. If wet saw cutting is performed,capture and properly dispose of slurry.
43 M. Employee Parking
44 1. Provide parking for employees at locations approved by the City.
45 N. tCoordination with North Central Texas Council of Governments (NCTCOG)Clean
46 Construction Specification[if required[for the project:-- verify wi-11i City]
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTToN SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,,2012
01 35 13-6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
1 1. Comply with equipment, operational, reporting and enforcement requirements set
2 forth in NCTCOG"s Clean Construction Specification.}
3 1.5 SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4.13—Added requirement of compliance with Health and Safety Code,Title 9.
8/31/2012 D.Johnson Safety.Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines.
1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit
15
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
013.513-7
SPECIAL.,PROJECT PROCEDURES
Page 7 of 8
EXHIBIT A
2 (To be printed on Contractor's Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name;
to Mapsco Location:
11 Limits of Construction:
12
13
M
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
ig PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CITY OF FORT WORTH 2014 CIP Year 2-Contrart 1,Unit 1,2,and 3
STANDARD CONS'TRUCTION SPE"CIFICATION DOCUMEN'rs CPN 02369
Revised December 201,204'12
013513-8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
1 EXHIBIT B
2
FORT WORTH
noE Ito.xxxx
Pm,�Name:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUMON
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
4
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
014523-1
Tr-STrNG A1491 INSPECTION SERVICES
Page I of 2
1 SECTION 0145 23
2 TESTING AND INSPECTION SERVICES
3 PART 1 ® GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be a]lowed for this Item.
16 a. Contractor is responsible for performing,coordinating, and payrnent of all
17 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails,the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Testing
28 1. Complete testing in accordance with the Contract Documents.
29 2. Coordination
30 a. When testing is required to be performed by the City,notify City, sufficiently
31 in advance,when testing is needed.
32 b. When testing is required to be completed by the Contractor, notify City,
33 sufficiently in advance,that testing will be performed,
34 3. Distribution of Testing Reports
35 a. Electronic Distribution
36 1) Confirm development of Project directory for electronic submittals to be
37 uploaded to City's Buzzsaw site,or another external FTP site approved by
38 the City.
CITY OF FORT WORTH 2014 CIP Year 2 Contract 1.Unit 1,2,and 3
STANDARD CONSI'RUCTION SPECIFICATION M.13MEN6"S CPN 02369
Revised My 1,2011
01 4523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
1 2) Upload test reports to designated project directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) 1 copy for all submittals submitted to the Project Representative
5 b. Hard Copy Distribution(if required in lieu of electronic distribution)
6 I) Tests performed by City
7 a) Distribute 1 hard copy to the Contractor
8 2) Tests performed by the Contractor
9 a) Distribute 3 hard copies to City's Project Representative
10 4. Provide City's Project Representative with trip tickets for each delivered load of
11 Concrete or Lime material including the following information:
12 a. Name of pit
13 b. Date of delivery
14 c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
0150(X) -I
TEMPORARY FACILITIES AND CONTROLS
Page I of 4
I SECTION 0150 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including,but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include,but are not necessarily limited to:
16 1, Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
17 2, Division I General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFS [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A., Temporary Utilities
25 L Obtaining Temporary Service
26 a. Make arrangements with utility set-vice companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having j urisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel,power,light,heat and other utility services necessary for
32 execution,completion,testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment,devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for dornestic
38 consumption by Contractor personnel and City's Project Representatives.
39 c. Coordination
40 1) Contact City I week before water for construction is desired
CITY OF FORT WORTH 2014 CIP Year 2-Con trwt I,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION M.'UMENTs CPN 02369
Revised July.1,2011
01 5000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City's
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work, including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
11 a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others perfonning work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting, and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
CITY OF FORT WORTH 2014 C1P Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 5000 .3
TFMPORARY FACILITI.ES AND CONTROLS
Page 3 of 4
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 prqjec.t.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting or from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
to 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2- PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR]I[RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD to SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH 2014 CIP Year 2-Cont-act 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMEM'S CPN 02369
Revised July, 1,2011
01 5000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 5526 .I
STREET USE PERMIT AND MODI FICATIONSTO"FRAFFIC CONTROL
Page I of 3
1 SECTION 0155 26
2 STREETUSE PERMIT AND MODIF I]CATIONS TO TRAFFIC CONTROI...
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modirication of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None,
12 C. Related Specification Sections include,but are not necessarily I imited to:
13 1, Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division I —General Requirements
15 3. Section 34 71 13—Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payrnerit
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification,unless a date is specifically cited.
25 2. Texas Manual on Unifonn Traffic Control Devices(TMIJTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control,
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Pennit, submit Traffic Control Plans to City
38 Transportation and Public WorIcs Departinent.
CITY OF FORT WORTH 2014 CIP Yew 2-Contrut 1,Unit 1,2,and 3
STANDARD coNsTRuc'noN SPECIFICATION DOCUMENTS CPN 0.7,369
Revised July 1,2011
01 5526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor's responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor's responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices(MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete,to the extent that the permanent sign can be
22 reinstalled, contact the City Transportation and Public Works Department, Signs
23 and Markings Division, to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
34 PART 2 - PRODUCTS [NOT USED]
35 PART 3 - EXECUTION [NOT USED]
36 END OF SECTION
CITY OF FORT WORTH 2014 CIP Year 2-Contract I,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
015526-3
STREET USE PERMIT AND I CIU)IF'ICA.71t NS TO TRAFFIC CONTROL
Page 3 of 3
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1, nit 1„2,and 3
STANDARD CONSTRUCTION SPECIFICAT'ION I)O UMI TS
CPN 02369
Revised,laxly I,2011
01 57 13-1
STORM WATER POLLUTION PREVENTION
Pagel of 3
1 SECTION 0157 13
2 STORM WATER POLLUTION PREVENTION
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
I 1 Contract
12 2. Division 1 —General Requirements
13 3. Section 31 25 00—Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 31 25 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change:NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management(iSWM)Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
015713-2
STORM WATER POLLUTION PREIVENTION
Page 2 of 3
I B. Construction Activities resulting in:
2 1. Less than I acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System(TPDE1S)General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TIC 150000
11 a) Sign and post at job site
12 b) Prior to PreconstnIction Meeting, send I copy to City Department of
13 'Transportation and Public Works,Environmental Division, (817)392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 3125 00
17 b) The Drawings
18 c) TXR 150000 General Pe it
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge,Elimination System (TPDES)General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with'rCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCE( along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division,(817)392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to N
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 3125 00
32 b) The Drawings
33 c) TXR 150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCE( Notice of Termination can be submitted.
38 a) Send copy to City Department of"Transportation and Public Works,
39 Environmental Division,(817)392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 0133 00,except as stated herein.
43 a. for to the Preconstruction Meeting,submit a draft copy of SWPPP to the City
44 as follows:
45 1) I copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works,Environmental Division for review
CITY OF FORT SR OR7111 2014 C'Year 2-Contrac1 1,Unit 1,2,and 3
STANDARD CONSTRI.K.-TION SPECIFICATION DOCUMENTS CPN 02369
Revised July 11,2011
01 57 13-3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 01 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 58 13-1
TEMPORARY PROJECT SIGNAL
Page I of 3
1 SECTION 01 58 13
2 TEMPORARY PROJEC"I'SIGNAGE
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Incl tides:
6 10 Temporary Project Signage Requirements
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2, Division 1 --u General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 L Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL,SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS
27 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS
29 A. Design Criteria
30 1. Provide free standing Prqject Designation Sign in accordance with City's Standard
31 Details for pr(liect signs.
CITY OF FORT WORTH 2014 CIP Year 2-C.onbw 1,Unit 1,2.and 3
STANDARD CONSTRUCTION SMCIFICATION IX)CUMENTS CPN 02369
Revised July 1,2011
01 58 13-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1 B. Materials
2 1. Sign
3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior)or better
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3- EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION [NOT USED]
10 3.4 INSTALLATION
11 A. General
12 1. Provide vertical installation at extents of project.
13 2. Relocate sign as needed, upon request of the City.
14 B. Mounting options
15 a. Skids
16 b. Posts
17 c. Barricade
18 3.5 REPAIR/RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROTECTION [NOT USED]
26 3.13 MAINTENANCE
27 A. General
28 1. Maintenance will include painting and repairs as needed or directed by the City.
29 3.14 ATTACHMENTS [NOT USED]
30 END OF SECTION
31
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
Of 58 I3•-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
1
DATE NAME SUMMARY OF C[ GE
2
CITY OF FORT WORTH 2014 CIP Year 2-Contract I.,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICA11ON DOCUMENTS CPN 02369
Revised July I.,2011
01 60 00- 1
PRODUCT REQUIREMENTS
Pagel of 2
1 SECTION 0160 00
2 PRODUCT REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is located on Buzzsaw as follows:
16 1. Resources\02 -Construction Documents\Standard Products List
17 B. Only products specifically included on City's Standard Product List in these Contract
18 Documents shall be allowed for use on the Project.
19 1. Any subsequently approved products will only be allowed for use upon specific
20 approval by the City.
21 C. Any specific product requirements in the Contract Documents supersede similar
22 products included on the City's Standard Product List.
23 1. The City reserves the right to not allow products to be used for certain projects even
24 though the product is listed on the City's Standard Product List.
25 D. Although a specific product is included on City's Standard Product List,not all
26 products from that manufacturer are approved for use, including but not limited to,that
27 manufacturer's standard product.
28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's
29 Standard Product List.
30 1.5 SUBMITTALS [NOT USED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
016000-2
PRODUCT RE0,uiRi.-.mE'NTs
Page 2 of 2
1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D.Johnson Modified Location ol'City's Standard Product List
8
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICA'11ON DOCUMENTS CPN 02369
Revised December 20,2012
01 66 00-1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
1 SECTION 0166 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 —General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 6600-2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly,and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer's recommendations and instructions,
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer's recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment.
14 a. Place loose soil materials and materials to be incorporated into or to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors,public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings,or approved by City's Project Representative,
24 5. Provide off'-site storage and protection when on-site storage is not adequate,
25 as Provide addresses of and access to off-site storage locations for inspection by
26 City"s Project Representative.
27 6. Do not use lawns,grass plots or other private property for storage,purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers' unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and gelleral�. public
32 and maintain at least 3 feet ftorn fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns,sidewalks,streets or other irnprovements to
35 satisfaction of City's Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, unless otherwise approved in writing by City's
38 Project Representative,,
CrrY OF FOR,r wowm 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCUON SPECIFICA"rION DOCUMENTS CPN 02369
Revised July 1,2011
016600-3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR/RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July I,2011
016600-4
PRODUCT STORAGE AND I IAND LING REQUIREMLwrs
Page 4 of 4
Il
Revision Log
DATE NAME SUMMARY OF CHANGE
MY OF FORT WORTH 2014 CI.P Yeu 2 Contrad 1,Unit 1,2,and 3
STANDARD CONSTRL;c'r'j(.)N SPECIFICA'110N DOCUMENT'S MIN 0.2369
Revised July 1,2011
01 7000- 1
MOBILIZATION AND REMOBILIZATION
Face 1 of 4
I SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
3 T 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Mobilization and Demobilization
7 a. Mobilization
8 1) Transportation of Contractor's personnel,equipment, and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor's operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor's personnel, equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor's operation
16 from 1 location to another location on the Site.
17 b. Demobilization
18 1) Transportation of Contractor"s personnel,equipment, and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of ail buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 2. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization
29 a) Transportation of Contractor's personnel, equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization
35 a) Transportation of Contractor's personnel, equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor's
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
45 a. Mobilization and Demobilization
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1.2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
01 7000-"2
MOBRAZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilizat ion shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) 'rransportation of C"ontractor"s personnel,equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the C"ontractor"s
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a.) 'rransportation of Contractor's I)ersotinel,equipment,, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assenibled at the Site for
13 each Work Oder
14 b. Mobilization and Demobili72tiori do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 as A Mobilization for Miscellaneous Prqjeas when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of"Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0—Bidding Requirej!nenLs,Contract,Forms and Conditions of the Contract
23 2. Division I .--General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Mobilization and Demobilization
27 a. Measure
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 are subsidiary to the various Items bid and no other compensation will be
32 allowed.
33 2. Remobilization for suspension of Work as specifically required in the Contract
34 Documents
35 as Measurement
36 1) Measurement for this Item shall be per each remobilization performed.,
37 b. Payment
38 1) The work perrormed and materials ffiniished in accordance with this Item
39 and Triemured as provided under"Measurement"will be paid for at the unit
40 price per each"Specified Remobilization"in accordance with Contract
41 Documents.
42 c. The price shall include:
43 1) Dernobilization as described in Section 1 LA.2.a.1)
44 2) Rernobilization as described in Section I.I.A.2.a.2)
45 d. No payments will be made for standby, idle time,or lost profits associated this
46 Item.
CITY OF FO 'r WOWFH 2014 CIP Year 2-Contnwt 1.unit 1,2,and 3
STANDARD CONSIRUCTION SPECIE ICA]JON DOCUMENTS CPN 02369
Revised December 20,2012
017000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1 3. Remobilization for suspension of Work as required by City
2 a. Measurement and Payment
3 1) This shall be submitted as a Contract Claim in accordance with Article 10
4 of Section 00 72 00.
5 2) No payments will be made for standby, idle time, or lost profits associated
6 with this Item.
7 4. Mobilizations and Demobilizations for Miscellaneous Projects
8 a. Measurement
9 1) Measurement for this Item shall be for each Mobilization and
10 Demobilization required by the Contract Documents
11 b. Payment
12 1) The Work performed and materials furnished in accordance with this Item
13 and measured as provided under"Measurement" will be paid for at the unit
14 price per each "Work Order Mobilization" in accordance with Contract
15 Documents. Demobilization shall be considered subsidiary to mobilization
16 and shall not be paid for separately.
17 c. The price shall include:
18 1) Mobilization as described in Section 1.1.A.3.a.1)
19 2) Demobilization as described in Section 1.1.A.3.a.2)
20 d. No payments will be made for standby, idle time, or lost profits associated this
21 Item.
22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
23 a. Measurement
24 1) Measurement for this Item shall be for each Mobilization and
25 Demobilization required by the Contract Documents
26 b. Payment
27 1) The Work performed and materials furnished in accordance with this Item
28 and measured as provided under"Measurement"will be paid for at the unit
29 price per each "Work Order Emergency Mobilization" in accordance with
30 Contract Documents. Demobilization shall be considered subsidiary to
31 mobilization and shall not be paid for separately.
32 c. The price shall include
33 1) Mobilization as described in Section 1.1.A.4.a)
34 2) Demobilization as described in Section 1.1.A.3.a.2)
35 d. No payments will be made for standby, idle time, or lost profits associated this
36 Item.
37 1.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUI TS [NOT USED]
39 1.5 SUBMITTALS [NOT USED]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY, STORAGE, HANDLING [NOT USED]
CITY OF FORT WORTH 2014 CIP Year 2-Contract I.Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
017000-4
MOBILIZATION AND RENJLG.IB11,17AT C'D'N
Page 4 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3- EXECUTION [NOT USED]
5 END OF SECTION
6
Revision Log
DATE NAME SUMMARY OF CHANGE
7
CI"UY OF FORT WORTH 2014 CI P Year 2-Contract I„UJane1 I,2,and 3
STANDARD CONSTRUCTION N SPECIFICA.'TON]DOCUMENTS CPN 023659
Revised December 20,2012
01 7123-I
CONS FRUCTION STAKING A114D SURVEY
Page I off
SECTION 017123
2 CONS"Y'RUCITION STAKING AND SURVEY
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Inchides:
6 1. Requirements for construction stakij!iig and constructioni survey to be Prodded bvur
7 the Contractor
8 B. Deviations frorn this City of Fort.Worth Standard'
9 1. I.I.A.1—Survey to be Drovided by the Contractor.
jo 2. 1.2.A.I.a.l. --Item Daid by lump)sum.
11 3. 1.2.A.a.b.1 —Item DaW�blum )sum price bid for"Construction ,Lakin
12 4. 1.2.A.2.a1 —Itern imid bv lump sum.
13 5. 1.2.A.2.b.1 —Item paid by lump sum price bid for"Construction SurjUL.
14 6. 1.9.A.3.a—Contractor resr)onsible for rweservinp-and maintaining staking.
15 7. 1.9.11.1 —Construction Survev twirformed bv Contractor.
16 8. 1.9.13.2A—Contractor res ionsible for replacing dainaged control data.
17 9. 1.9.11.1b—Contractor resDonsible for coustruefi2UjMjjtL
18 10. 1.9.11.1d—Contractor shall be responsible for verffving control data.
19 11. L9.13.3.d.1-5—Clarified lanp-mme for contractor to be resLjonsible for verif1ju
20 beuchmark and control data.
21 C. Related Specification Sections include,but are not necessarily limited to:
22 1. Division 0....diddling; Requirements,Contract,Forins and Conditions of the Contract
23 2. Division I --Brener~all Requirernents
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and! ,kylTlellt
26 L Construction Sbaking
27 a. Measurement
28 1) Measurement for this item 2LL11 be by lump sum.
29 b. Payment
30 1) The work performed and the materials furnished in accordance with this
31 Item "Construction
32 StakinLy"-
33 2. Construction Survey
34 a. Measurenielltr
35 1) Measurement for this item_Mjfl±e b lunr . surm.
36 1). payrrilent
37 1) The work peifornaed and the materials flu mished in accordance with this
38 Item will be paid for at the sum price bid for"Construction
39 S Ve
Lu r�
MY OF FORT WORTH 2014(AP Yeas 2.-Contract 1,Unit 1,2,�imd 3
SlANDARD CONSTRUCTION SPECIFICATION 1X)CLJMF,'N I'S CPN 02369
Revised sere mber 20,2012
017123-2
CONS MUC HON STAKING AND SLTRVEY
Page 2 of 5
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVEREQUIREMENTS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals,if required,shall be in accordance with Section 0133 00,
5 B. All submittals shall be approved by the City prior to delivery.
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Certificates
8 1. Provide certificate certifying that elevations and locations of improvements are in
9 conformance or non-confori-naii.ce with requirements of the Contract Documents.
10 a. Certificate must be sealed by a registered professional land surveyor in the
11 State of'rexas.
12 B. Field Quality Control Submittals
13 1. Documentation verifying accuracy of field engineering work.
14 1.7 CLOSEOUT SUBMITTALS [NOT USED]
15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
16 1.9 QUALITY ASSURANCE
17 A. Construction Staking
18 1, Construction staking will be performed by the Contractor.
19 2. Coordination
20 a. It is the Contractor's responsibility to coordinate staking such that construction
21 activities are not delayed or negatively impacted.
22 3. General
23 a. Contractor is responsible for preservine and mainta iniAlsta king.
24 b. If in the opinion of the City, a sufficient number of stakes or markings have
25 been lost,destroyed or disturbed, by Contractor's jieglect,such that the
26 coni,racted Work cannot take place,then the Contractor will be required to re-
27 stake the deficient areas.
28 B. Construction Survey
29 1. Construction Survey will be performed by the Contractor.
30 2. Coordination
31 a. Contractor to verify that control data established in the design survey reinains
32 intact.
33 b. Coordinate with the City prior to field investigation to determine which
34 horizontal and vertical control data will be required for construction survey.
35 c. It is the Contractor"s responsibility,to coordinate Construction Survey such that
36 construction.activities are not delayed or negatively impacted.
37 d. Contractor shall restore or replace all necessary control data damaged
38 during construction operations.
39 1) Contractor shall perform replacements and/or restorations,
40 3. General
CITY OF FORT WORTH 2014 CIP Year 2--contrua A,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION D(CUMENTS CPN 02369
Revised Devember 20,2012
017123-3
CONS'rRucITION STAKING AND SURVEY
Page 3 of 5
1 a. Constr ury
uction sey will be perl6nned in order to maintain complete and
2 accurate logs of control and survey work as it progresses for ProJect Records.
3 b. The Contractor shall perform constructionsurvev to obtain construction
4 features including, but not limited to, the following:
5 1) All Utility Lines
6 a) Rim and flowline elevations and coordinates for each manhole or
'7 junction structure
8 2) Water Lines
9 a) "I'op of pipe elevations and coordinates for waterlines at the following
10 locations�
I 1 (1) Every 250 linear feet
12 (2) 1 lorizontall and vertical' points of inflection, curvature,etc. (All
13 Fittings)
14 (3) Cathodic protection test stations
15 (4) Sampling stations
16 (5) Meter boxes/vaults (All sizes)
17 (6) Fire lines
18 (7) Fire I-iydrants
19 (8) Gate valves
20 (9) Plugs, stubouts, dead end firies
21 (1 0) Air Release valves(Manhole rim and vent pipe)
22 (11) Blow off valves(:Manhole rim and valve lid)
23 (12) !�Iresstjre plane valves
24 (13) Cleaning wyes
25 (14) Casing pipe(each end)
26 b) Storm Sewer
27 (1) 'Fop of pipe elevations and coordinates at the following locations:
28 (a) Eveti, 250 linear feet
29 (b) Horizontal and vertical points of inflection,curvature, etc.
30 c) Sanitary Sewer
31 (1) 'I'ol:)of pipe elevations and coordinates for sanitary sewer lines at
32 the following locations:
33 (a) Every 250 linear feet
34 (b) Horizontal and vertical points of inflection,curvature,etc.
35 (c) Cleanouts
36 c. Construction survey will be perfonned in order to maintain cotriplete and
37 accurate logs of control and survey work assarciated with meeting or exceeding
38 the line and grade required by these Specifications.
39 d. The Contractor shall perform construction survev and verifv control data
40 including, but not limited to,the folllovvin�:
41 1) Verification that established benchmarks and control are accurate.
42 2) Use of Benchmarks to furnish and maintain all reference lines and
43 grades for tunneling.
44 3) Use of lines and grades to establish the location of the_p:ipe.
45 4) Suin nit.to the City, copies of field notes, if reauested,used to establish all
46 lines and grades and allow the City to check guidance system setup prior to
47 beginning each tunneling drive.
48 5) Provide access for the City,'when re guested,to verify the guidance systern
49 and the line and grade of the carrier pipe on a daily basis.
CITY OF;FORT WOR'rH 2014 CIP Year 2-Contract 1,Unit 11,2,and 3
STA NDARD CONSTRUCTION SPECIFICATION IXX.'LJMI-`N-rS CPN 02369
Revisal December 20,2012
0171234
CONSTRUC110N STAKING AND SURVEY
Page 4 of S
1 6) The Contractor remains fully responsible for the accuracy of the work and
2 the correction of it, as required.
3 7) Monitor line and grade continuously during construction.,
4 8) Record deviation with respect to design line and grade once at each pipe
5 Joint and submit daily records to City.
6 9) If the installation does not meet the specified tolerances, immediately,notff°
7 the City and correct the installation in accordance with the Contract
8 Documents.
9 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
10 1.11 FIELD [SITE] CONDITIONS [NOT USED]
11 1.12 WARRANTY [NOT USED]
12 PART 2- PRODUCTS [NOT USED]
13 PART 3® EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3® PREPARATION [NOT USED]
17 3.4 APPLICATION
18 3.5 REPAIR/RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL
21 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
22 City in accordance with this Specification.
23 B. Do riot change or relocate stakes or control data without approval from the City.
24 3.8 SYSTEM STARTUP [NOT USED]
25 3.9 ADJUSTING [NOT USED]
26 3.1 .CLEANING [NOT USED]
27 3.11 CLOSEOUT ACTIVITIES [NOT USED]
28 3.12 PROTECTION [NOT USED]
29 3.13 MAINTENANCE [NOT USED]
30 3.14 ATTACHMENTS [NOT USED]
31 END OF SECTION
C!'T'Y OFFORT way 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDA RD CONSTRUCMON SPECI FICATION DOCUMENT'S CPN 02369
Revised December 20,20112
01 71 23-
CONSTRUCTION STAKING AND SURVEY
Page 5 of
l
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
2
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,land 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
01 1423„I
Page,I of'4
I SECTION 0174 23
2 CLEANTNG
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include,but are not necessarily limited to:
Ill 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 General. Requirements
13 3. Section 32 92 13 Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement,and Payment
16 L Work associated with this Item is corisidered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIRE MENTS
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 surraces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE,AND HANDLING
31 A. Storage and Handling Requirements
32 10 Store cleaning products and cleaning wastes in containers specifically desipTed for
33 those materials.
CrrY OF FORT WORTH 2014 C111 Yew 2 Convwt 1,unit 1,2,and 3
SIANDARD DOCUMENTs CFIN 02369
Revised July 1,2011
017423-2
CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2,2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3- EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR/RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 74 23-3
CLEANING
Page 3 of 4
1 6. Randle materials in a controlled manner with as few handlings as Possible.
2 7. '"rhoroughly cliean, sweep,wash and polish all Work and equipment associated with
3 this proliect.
4 8. Remove all signs of terriporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not bum on-site,
9 B. Intermediate Cleaning during Construction
io 1. Keep Work areas clean so as not to hinder health,salety or convenience of
1'1 personnel in existing facility operations.
12 2. At maxiMilin weekly intervals,dispose of waste materials, debris and rubbislil.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
1.7 4. Vacuum clean interior areas when ready to receive finish painting,
18 a. Continue vacuum clearling on an as-needed basis,until Final Acceptance.
19 5. Prior to storm events, thoroughlly clean site of all loose or unsecured iterns, which
20 may become airborne or transported by flowing water during the storm.
21 C. Interior Final Cleaning
22 to Remove grease,mastic,adhesives,dust,dirt,stains, fingerprints, labels and other
23 fbrei&ni materials from sight-exposed surfaces.
24 2. Wipe all lighting fixture reflectors,lenses, lamps and trims clean.
25 3. Wash and shine glaring and mirrors.
26 4. Polish glossy surfaces to a clear shine.
27 5. Ventilating systems ,
28 a. Clean permanent filters and replace disposable filters ifunits were operated
29 during construction.
30 b. Clean ducts,blowers and coils if units were operated without filters during
31 construction.
32 6. Replace all burned out lamps.
33 7. Broom clean process area floors.
34 8. Mop office and control room floors.
35 D. Exterior(Site or Right of Way)Final Cleaning
36 1. Remove trash and debris container's from site,
37 a. Re-seed areas disturbed by location of trash and debris containers in accordance
38 with Section 32 92 13.
39 2. Sweep roadway to remove all rocks, pieces of asphalt,concrete or any other object
40 that may hinder or disrupt the flow of traffic along the roadway.
41 3. Clean any interior are including,but not Innited to, vaults,manholes, structures,
42 junction boxes and inlets.
crry OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONS MUCTION SPECIFICA"T"KN14 EXXI)MENTS CPN 02369
Revised July 1,20111
017423-4
("LEANING
Page 4 of 4
1 4. If no longer required for maintenance of eroslon flacilifies, and upon approval by
2 City, remove erosion control from site.
3 5. Clean signs, fights,sign,-pals,etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
9
Revision Log
DATE NAME SUMMARY 0FC11ANGE
10
CITY OFFORT WORM 2014 CIP Year 2-Contract 1,Unil 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2019
0177 19-I
(TOSIDUT REQUIREMENTS
Page I of 3
1 SECTION 771
2 (')-,OSEO(l T REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,,but are not necessarily I imited to:
i0 1. Division 0 Bidding Requirements,Contract Forms and Conditions of the Contract
i 1 2. Division I General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Aleasurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment wi If be allowed for this Item.
16 1.3 REFERENCES [NOT USED1
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees,Bonds and Affidavits
0 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipinent as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payinent will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORTWORIN 2014 CIP Year'2...Cnn 1,unit 1,2,and 3
STANDARD CONSTRUIC110IN SPECIFICATION EX)CUMENTS CPN 02.369
Revised July 1,2011
01 77 19-2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3- EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 7423.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection,the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City,that the required Work has been completed. Upon receipt
26 of this notice,the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
0 177 r9-3
(',I,OSEOtJI'Rl"::,"Q(.JIIREMI:',N'K'S
Pop 3 of 3
I l.. once the City Project Representative finds the Work subsequent t®Final Inspection
2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet).
3 E. Supporting Documentation
4 L Coordinate widi the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of StLrety to Final Payment
10 e. Pipe Report(if required)
I I f Contractor's Evaluation of City
12 g. Perforinwice Evaluation of Contractor
13 F. Letter of Final Acceptance
14. 1. Urx)n review and acceptance of Notice of Prc"t[ect Completion and Supporting
15 Docuinentation,in accordance with General Conditions,City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR/RE,STORATION [NOT [USED]
18 3.6 RE-INSTALLATION [NOT 1JSED]
➢9 3.7 FIELD[oRI SITE QUALITY CONTROL[NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMN4ARY OF CHANGE
29
MY OF FORT WORTH 2014 CIP Yew 2.-Coviftwt 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION 1D(.X,'1JMEN'B CIN 02369
Revised July 1,2012
01 7823- 1
OPERATION AND MAINTENANCE DATA
Paee I of 5
I SECTION 0178 23
2 OPERATION AND MAINTENANCE DATA
3 T 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers(to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0—Bidding Requirements, Contract Farms and Conditions of the Contract
16 2. Division I —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 '/z inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
01 7823-2
OPETUTION AND MAJN M-NANCE DATA
Page,2 of'5
I d. Drawings
2 1 Provide reinforced punched binder tat),bind in with text
3 2) Reduce larger drawings and fold to sips of text pages.
4 e. Provide fly-leaf for each separate product,or each piece of operating
5 equipment.
6 1) Provide typed description of product,and major cornponent parts of
7 equipment.
8 2) Provide indexed tabs.
9 f. Cover
10 1) Identity each volume with typed or printed title"OPERATING AND
I I MAINTENANCE INsTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 an Cornmercial quality 3-ring binder's with durable and cleanable plastic covers
18 b. When multiple binders are used,correlate the data into related consistent
19 groupings.
20 4. If available,provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of content: for each volume,arranged in systematic order
23 a. Contractor,name of responsible principal,address and telepli'Mne riumber
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List,with each product:
26 ol The name,address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volurne
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacernent
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Docurnents.
33 20 Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly idenfif specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicat)le information
39 3. Drawings
40 a. Supplement product data with drawinigp as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of cornpleted.installation.
45 c, Do not use Prqjecl Record Drawings as maintenance drawings.
46 40 Written text, as required to supplemerit product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
crry OF FORT WORTH 2014 CIP Yezz 2-Co nay 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICA110N]EX)CUMENrS CPN 02369
Revised r3ccember 20,2017
017823-3
OPERATION AND MAINTENANCE DATA
Page 3vr5
l 5. Copy of each warranty, bond and service contract issued
Z u. Provide information sheet for City personnel giving:
3 |) Proper procedures in event offailure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
0 |. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied nua1eriu|o and finishes:
8 a. Manufacturer's data, giving full infbnnaiiononproducts
9 |) Catalog number, size, composition
10 2) Color and texture designations
l| 3) /ufbrnuu1ion required for reordering special manufactured products
12 b. Instructions for care and maintenance
13 |) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
|5 product
10 3) Recommended schedule for cleaning and maintenance
17 3. Content, for moisture protection and weather exposure products:
18 a. Manufacturer's data, giving full infbnnadononproducts
19 |) Applicable standards
20 2) Chemical composition
21 3) Details ofinstallation
22 b. Instructions for inspection, maintenance and repair
23 D. Manual for Equipment and Systems
24 |. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system, aoappropriate:
20 a. Description of unit and component parts
27 |) Function, normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 |) Start-up, break-in, routine and uornuu| operating instructions
32 2) Regulation, control,stopping. shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 |) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 |\ List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 [ Description of sequence of operation bycontrol manufacturer
44 l) Predicted life of parts subject towear
45 2) Items recommended tohz stocked uo spare parts
40 Q. As installed control diagrams by controls manufacturer
47 h. Each contractor's coordination drawings
48 |) &o installed color coded piping diagrams
CITY np FORT WORTH zo/4c/p Year z-c^mnut/.Unit/,2,^"u3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cpwnzap
Revised December zn.zo1z
01 7823-4
OPERA'FION&ND MAINTIENANCE DATA
Page 4 of'5
I i. Charts of valve tag numbers,with location and ffinction,of each valve
2 w List of original manufacturer's spare parts,manufacturer's current Prices,and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system,as appropriate:
6 a. Description of system and component parts
7 1) Function,normal operating characteristics,and limiting conditions
8 2) Performance curves,engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 bo Circuit directories of panelboards
I 1 1) Electrical service
12 2) (Iontrols
13 3) Communications
14 c. As installed color coded widrig diagrarns
15 d. Operating procedut-es
16 1.) Routine and normal operating instructions
F7 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to"trouble shooting'°
22 3) Disassembly,repair and feissernbly
23 4) Adjustment and checking
24 f, Manufacturer's printed operating and maintenance instructions
25 g. List of original nianufacturer's spare parts,manufacturer's current prices,and
26 recommended quantities to be maintained in storage
27 h. , Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becornes apparent
29 during instruction of City's personnel,
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A.. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH 2014 CIP Year 2-Cowatact 1,Unit 1,2,and 3
STANDARD CONSTRuc,rION SPEC11,`1(,A'nON DOCUMEM'S CPN 02369
Revised DeLcmber 20,2012
01 78 23-5
OPERATION AND MAINTENANCE DATA
Paee 5 of 5
1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson 1.5.A.1—title of section removed
8
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
01 7839-1
PROJECT RECORD DOCUMENT'S
Page,I of 4
I SECTION 0178 39
2 PROJECT RE(,'0111)DOCIJMENTS
3 PARTI - GENERAL
4 1.1 SUMMARY'
5 A. Section Includes:
6 1. Work associated with the documenting the prqject and recording changes to pr()jeCt
'7 documents, including-
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitarry Sewer Service Reports
11 d. L,arge Water Meter Reports
12 B. Deviations from this City of Fort Worth Stmidard Specification
13 1. None.
14 C. Related Specification Sections include,but are riot necessarily limited to:
15 1. Division 0Bidding Req ui rements,Contract Forms and Cond itions of the Contract
16 2. Division I
17 1.2 PRICE AND PAYMENT PROCEDURE S
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 INOTUSED1
23 1.5 SUBMITTALS
24 A. Prior to submitting a request,for Final Inspection,deliver Project Record Documents to
25 City's Project RepreseTIVItive.
26 1.6 ACTION SUBMITTALS/INFORMATtONAL SUBMITTALS (NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NoTUSEDj
29 1.9 QUALITY ASSURANCE
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Spec ificati ons and each sheet of Drawings,and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy,of records shall be such that ffiture search for items shown in the C ontract
35 Documents may rely reasonably on inflomiation obtained from the approved Project
36 Record Docutrients.
CITY OF FORT WORTH 2014 C91 Year 2-Contmt 1,I.Ynit 1,2,and 3
STANDARD C()NSTRUCTION SPECIFICATION D00)MI]INTS CP`N 02.369
Revised,My➢,2018
01 7839-2
PROJECT RECORD DOCUMENTS
Page 2 of 4
1 3. To facilitate accuracy of records. make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible,to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS-JOB SET".
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
01 7839-3
PROJEC'T RECORD DOCk WNTS
Pape.3 of 4
2. Preservatiori
2 a., Considering the Contract comb-Aetion time,the probable number of occasions
3 upon which the job set must be taken out for new entries and for exaniination,
4 and the conditions under which these activities will be performed,devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for mview
7 by the City,until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a rninimuni,in accordance with the intei vals,set forth in Section 017123,
11 clearly mark any deviations from Contract Documents associated with
12 installation of the infrastructure.
13 4. Making entries on Drawings
14 a. Record any deviations from Contract Documents.
15 b. Use an erasable colored pencil (not ink or indelible pencil),clearly describe the
16 change by graphic line and note as required.
17 c. Date all entries,
18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
19 e. In the event of overlapping changes, use different colors for the overlapping
20 changes,
21 5. Conversion of schematic layouts
22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
23 ducts, and siniflar-iterns,are shown schernatically and are not intended to
24 portray precise physical layout
25 1) Final physical affangernent is determined by the Contractor,subject to the
26 City's approval.
27 2) However,design of future modifications,of the facility may require
28 accurate information as to the final physical layout of items which are
29 shown only schematically on the Drawings,
30 b. Show on the job set of Record Drawings,by dbriension accurate to within 1
31 inch,the centerline of each run of iterns.,
32 1.) Final physical arrangement is determined by the Contractor,subject to the
33 City's approval.
34 2) Show,by syrnbiA or note,the vertical location of the Item(""under slab", "in
35 ceiling plenurn", "exposed",and the like).
36 3) Make all identri
.fication sufficiently descriptive that it may be related
37 reliably to the Specifications,
38 c. The City may waive the requirements for conversion of schematic layouts
39 where,in the City'sjudguient,conversion serves no useful purpose. However,
40 do not rely upon waivers being issued except as specifically issued in writing
41 by the City.
42 B. Final Project Record Docm-nents
43 L Transfer of data to Drawings
44 a. Careflilly transfer change data shown on the job set of Record Drawings to the
45 corresponding final docurnents,coordinating the changes as required,
46 b. Clearly indicate at each affected detail and other Drawing a full description of
47 charuges made during construction,and the actual location of items.
Cr FY OF FORT WOR111 2014 CIP Year 2-Convect 1,Unit 1,2,and 3
STANDARD CONSTRUC'110N SPECLFICATION DOCUMl'°NTS CPN 02369
Revised July 1,20�I
01 78 39-4
PROJECT RECORD DOCUMENTS
Paac 4 of 4
1 c. Call attention to each entry by drawing a "cloud" around the area or areas
2 affected.
3 d. Make changes neatly, consistently and with the proper media to assure
4 longevity and clear reproduction.
5 2. Transfer of data to other Documents
6 a. If the Documents, other than Drawings, have been kept clean during progress of
7 the Work, and if entries thereon have been orderly to the approval of the City,
8 the job set of those Documents, other than Drawings, will be accepted as final
9 Record Documents.
10 b. If any such Document is not so approved by the City, secure a new copy of that
11 Document from the City at the City's usual charge for reproduction and
12 handling, and carefully transfer the change data to the new copy to the approval
13 of the City.
14 3.5 REPAIR/RESTORATION [NOT USED]
15 3.6 -INSTALLATION [NOT USED]
16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION [NOT USED]
22 3.13 MAINTENANCE [NOT USED]
23 3.14 ATTACHMENTS [NOT USED]
24 END OF SECTION
25
Revision Log
DATE NAME SUMMARY OF CHANGE
26
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
999900
TemponAry Asphalt Sidevrdllks,Driveways and Barrier Free Ramps
Page I U5
I SECTION 99 99 00
2 TEMPORARY ASPHALT SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes-,
6 1. Temporary Asphalt sidewalks
7 2. Ternporary Asphalt Driveways
8 3. Temporan, Asphalt Barrier free ramps
9 B. Deviations from this City of Fort Worth Standard Specification
10 to Placement of temporary asphalt sidewalks,driveways and barrier free ramps for
11 uti I ity construction prior to street,curb and gutter, sidewalk and driveway
12 reconstruction. Materials and construction shall be per Section 32 12 16 Asphalt
13 Paving.
14 C. Related Specification Sections include,but are not necessarily limited to:
15 1. Division 0-Bidding Requirements,Contract Fon.-ns,and Conditions of the Contract
16 2. Division I -General, Requirements
17 3. Section 02 41 13 - Selective Site Demolition
18 4. Section 32 12 16-Asphalt Paving
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payinent
21. 1. Sidewalk
22 a. Measurement
23 1.) Measurement for this Item shall be by the square foot of completed and
24 accepted Sidewalk in its-final position for various:
25 a) 'rhicknesses
26 b) Types
27 b. Payinent
28 1) The work perfornied and rnaterials furtushed in accordance with this Item
29 and measured as provided sunder"MemuremenC will be paid for at the unit
30 price bid per square foot of Sidewalk.
31 c. The price bid shall include:
32 1) Excavating and preparing the sub, rade
33 2) Furnishing and placing all materials
34 2. 1".)riveway
35 a. Measurement
36 1) Measurement,for this Item shall be by the square foot of completed and
37 accepted Driveway in its final position for various:
38 a) Thicknesses
39 b), Types
40 2) Dimensions will be taken from the back of the projected curb, including the
41 area of the curb radii and will extend to the limits specified in the
42 Drawings.
("ITY OF FORT WORM 2014 CIP Year 2-Contwt 1,t.jnit 1,2,and 3
STANDARD CONSTR UC-1100 SPECIFICAMN DOCUMENTS CPN 02369
Revised Aprfl 30,2013
99 99 00
Temporary Asphalt Sidewallks,Driveways and Barrier Free Ramps
Page 2 of 5
1 3) Sidewalk portion of drive will be included in driveway measurement.
2 4) Curb on drive will be included in the driveway measurement.
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 and measured as provided under"Measurement"will be paid for at the unit
6 price bid per square foot of Driveway.
7 c. The price bid shall include:
8 1) Excavating and preparing the subgrade
9 2) Furnishing and placing all materials
10 3. Barrier Free Ramps
11 a. Measurement
12 1) Measurement for this Item shall be per each Barrier Free Ramp completed
13 and accepted for various:
14 a) Types
15 b. Payment
16 1) The work performed and materials furnished in accordance with this Item
17 and measured as provided under"Measurement" will be paid for at the unit
18 price bid per each "Barrier Free Ramp" installed.
19 c. The price bid shall include:
20 1) Excavating and preparing the subgrade
21 2) Furnishing and placing all materials
22 3) Curb Ramp
23 4) Landing and detectable warning surface as shown on the Drawings
24 5) Adjacent flares or side curb
25 1.3 REFERENCES
26 A. Abbreviations and Acronyms
27 1. RAP(reclaimed asphalt pavement)
28 2. SAC (surface aggregate classification)
29 3. BRSQC(Bituminous Rated Source Quality Catalog)
30 4. AQMP(Aggregate Quality Monitoring Program)
31 5. H.M.A.C. (Hot Mix Asphalt Concrete)
32 6. WMA (Warm Mix Asphalt)
33 B. Reference Standards
34 1. Reference standards cited in this specification refer to the current reference standard
35 published at the time of the latest revision date logged at the end of this
36 specification, unless a date is specifically cited.
37 2. National Institute of Standards and Technology (NIST)
38 a. Handbook 44 -2007 Edition: Specifications, Tolerances, and Other Technical
39 Requirements for Weighing and Measuring Devices
40 3. ASTM International (ASTM):
41 a. ASTM D6084 -06 Standard Test Method for Elastic Recovery of Bituminous
42 Materials by Ductilometer
43 4. American Association of State Highway and Transportation Officials
44 a. MP2 Standard Specification for Superpave Volumetric Mix Design
45 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
46 (HMA)
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised April 30,2013
999900
1''annparary Asphait SidewaRks,Dri*ewsys and Banier Free Rwnps
Page,3 of 5
1 c. T 201,Kinematic Viscosity of Asphalts(Biturriens)
2 d. T 202 Standard Method ofTest for Viscosity of Asphalts by Vacuum Capillary
3 Viscorneter
4 e. T316 Standard Method ofTest for Viscosity Determination of Asphalt Binder
5 Using Rotational ViSCOITIeter
6 fm TP 1-93 Test Method for Detennining the Flexural Creep Stiffiless of Asphalt
7 Binder Using the Bending Beam Rheorneter(BBR)
9 5. Texas Department of Transportation
9 a. Bituminous Rated Source Quality Catalog(BRS(X,)
10 b. TEX 100-E, Surveying and Sampling Soils for Highways
11 c. Tex 106-E,Calculating the 1-11asticity Index of Soils
12 d. Tex 107-E,I)etern,iiining,the Bar Linear Shrinkage of Soils
13 e. 'Tex 200-1F, Sieve Analysis of Fine and Coarse Aggregates
14 f Tex 203-F, Sand Equivalent Test
15 g. Tex-204-F, Design of Bituminous Mixtures
16 h. Tex-207-.F,IXtermining Fknsity of Compacted BiturninousMixtures
17 L Tex 217-1F,Determining Deleterious Material and Decantation Test for Coarse
18 Aggregates
19 j. Tex-226-17, Indirect Tensile Strength Test
20 k. Tex-227-1r,Theoretical Maximum Specific Gravity of Bituminous Mixtures
21 1. Tex�-243-.F,Tack Coat Adhesion
22 m. Tex-244-17,Tbermal profile of of Mix Asphalt
23 n. Tex 280-F,Determination of Flat and Elongated Particles
24 o. 'Tex 406-A,Material Finer Than 75 burn(No.200)Sieve in Mineral Agwpvgates
25 (Decantation Test for Concrete Aggregates)
26 p. Tex 408-A, Organic Imptrities in Fine Aggregate for Concrete
27 q. Tex 410®A.,„Abrasion of Coarse Aggregate using the Los Angeles Machine
28 r., 'Tex 411-A, Soundness of Ag regale by Using Sodium SLIKate or Ma?)liesiurn
29 s. Tex 460-A,Determining Crushed Face Particle Count
30 t. Tex 461®A,1 e radatiou°n of Coarse Ag, Abrasion
. re by Micro-Deval
31 ul. Sulfate
32 v. Tex-530-C,Effiect of Water on Bituminous Paving Mixtures
33 w. Tex-540-C;Measurement of Polymer Separation on Heating in Modified
34 Asphalt Systerris
35 x. Tex-541-C,,Rolling Thin Film Oven Test for Asphalt Binders
36 y. Tex-92£l-K,Verif ant Belt Scales
yilig the Accuracy of Drum Mix PI
37 z. Tex-921-K,Verifying the Accuracy of Hot Mix Plant Asphalt Meters
38 aa. Tex 923-K,Verify,ing the Accuracy of Liquid Additive Metering Syssterns
39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
40 1.5 SUBMITTALS [NOT USED]
41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
42 A. Mix Design: submit for approval. Section 32 12 16
43 B. Product Data: submit product data and saniple for pre-cast dejr,e ctable warning for
44 barrier free ramp.
45 1.7 CLOSEOUT SUBMITTALS [NOT USED]
46 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
CITY Of,FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1:,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENI'S CPN 0'2369
Revised April 30,2013
99 99 00
Temporary Asphalt Sidewallks,Driveways and Barrier Free Ramps
Page 4 of 5
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
3 1.11 FIELD CONDITIONS
4 A. Weather Conditions: Placement of asphalt shall be as specified in Section 32 12 16.
5 1.12 WARRANTY [NOT USED]
6 PART 2 - PRODUCTS
7 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
8 2.2 EQUIPMENT AND MATERIALS
9 As specified in Section 32 12 16
10 2.3 ACCESSORIES [NOT USED]
11 2.4 SOURCE QUALITY CONTROL [NOT USED]
12 PART 3 - EXECUTION
13 3.1 INSTALLERS [NOT USED]
14 3.2 EXAMINATION [NOT USED]
15 3.3 PREPARATION
16 As specified in Section 32 12 16.
17 3.4 INSTALLATION
18 A. General
19 1. Sidewalks shall have a minimum thickness of 4 inches.
20 2. Sidewalks constructed in driveway approach sections shall have a minimum
21 thickness equal to that of driveway approach or as called for by Drawings and
22 specifications within the limits of the driveway approach.
23 3. Driveways shall have a minimum thickness of 6 inches
24 4. All pedestrian facilities shall comply with provisions of TAS including location,
25 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the
26 Contractor and not meeting TAS must be removed and replaced to meet TAS (no
27 separate pay).
28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
29 position during the depositing of concrete.
30 C. Placement: see Section 32 12 16.
31 D. Finishing
32 1. Temporary asphalt sidewalks, driveways and barrier free ramps shall be finished to
33 a true, even surface.
34 E. Joints
35 Not applicable
36 F. Barrier Free Ramp
CITY OF FORT WORTH 2014 CIP Year 2-contract 1,Unit 1,2.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised April 30,2013
999900
Tempmary Asphtflt Sidevvallks,Driveways and Barrier Free Ras
Page 5 omp1'5
1 1. Fumish and install brick red color pre-cast detectable warning Dome.-Tile.,
2 manufactured by StrongGo Industries or apprtwed equal by the City.
3 2. Detectable warning surface shall be a rnininiuni of 24-inch in depth in the direction
4 of pedestrian travel,and extend to a minitnum of 48-inch along the curb ramp or
5 landing where the pedestrian access route enters the street.
6 3. 1,0cate detectable wairning surface so that the edge nearest the curb line is a
7 minimuni of 6-inch and maximum of 8-inch from the extension.of the face of the
8 curb.
9 4. Detectable warning Dome-Tile surface may be curved along the corner radius.
10 5. Install detectable warning sta-flace according to manufacturer's instructions
11 3.5 REPAIR/RESTORATION [NOT USED]
12 3.6 RE-INSTALLATION [NOT USED]
13 3.7 FIELD QUALITY CONTROL [NOT USED]
14 3.8 SYSTEM STARTUP [NOT USED]
15 3.9 ADJUSTING [NOT USED]
16 3.10 CLEANING [NOT USED]
17 3.11 CLOSEOUT ACTIVITIES [NOT USED]
18 3.12 PROTECTION ['NOT USED]
19 3.13 MAINTENANCE [NOT USED]
20 3.14 ATTACHMENTS [NOTUSED]
21 END OF SECTION
Revision Log
DA'rE NAME SUMMARY OF CHANGE
12/20)2'012 D_Johnson 1.2.A3—MeaSUrement and payment for Barrier Free Ramps modified to match
updated City Details
4/30/2013 F.Griffin Corrected Part 1,L2,A, to read;from...square foot of Concrete Sidewalk,
to.. each"Barrier FreeRwnp"instafled,
22
MY OF FORT WORTH 2014 CIP Year 2-Contract T.Unit 1,2,mid 3
STANDARD CONS'ITIUCTION SPECIFICATION D(K.'UMENTS CPlq 02369
Revised April 30,2013
yvyvo/ - /
TEMPORARY ASPHALT CURB AND GUTTERS
Page/ of 3
)
SECTION 909001
2 TEMPORARY ASPHALT CURB &GUTTERS
3
4 PARTI - GENERAL
5 1,1 SUMMARY
6 A. Section Includes:
7 |. Temporary Asphalt Curbs and Gutters
8 B. Deviations from this City nf Fort Worth Standard Specification
9 |. Placement of temporary curb and gutter for utility construction prior to street, curb
|O and gutter, sidewalk and driveway reconstruction. Materials and construction
|| means and methods shall be per Section �2l2 lb Asphalt Paving.
12 C. Dc|u1ed Specification Sections include, but are not necessarily limited to:
13 |. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract
14 2. Division \ -Generu| Requirements
15 3. Section O24l l3 - Selective Site Demolition
16 4. Section 32l2l6 -Asphalt Paving
17 1,2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
ly l. Concrete Curb and Gutter
20 u. Measurement
21 |) Measurement for this Item shall beby the linear foot of Concrete Curb and
22 Outtcr.
23 b. Payment
24 |) The work performed and materials furnished in accordance with this Item
25 and measured as provided under"Measurement" will be paid for at the unit
26 price bid per linear foot uf Concrete Curb and Gutter complete and inplace
27 by curb height.
28 c. The price bid shall include:
29 \) Preparing theyuhgrade
30 2) Furnishing and placing all materials, including foundation course,
31 reinforcing steel, and expansion material
CITY op FORT WORTH zo1*c/p Year z-c"mmct/.Unit/,z_and»
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS cewnzoay
Revised December zo,zo/z
999901-2
TEMPORARY ASPHAL"I'CURB AND GUT fER
Page 2 of 3
1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVE RE,QUIRE,MENTS [NOT USED]
3 1.5 ACTION SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
9 1.11 FIELD CONDITIONS
10 A. Weather Conditions: See Section 32 13 13.
11 1.12 WARRANTY [NOT USED]
12 PART 2 - PRODUCTS
13 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT AND MATERIALS
15 A. Forms: See Section 32 13 13.
16 B. Asphalt: See Section 32 12 16.
17 2.3 ACCESSORIES [NOT USED]
18 2.4 SOURCE QUALITY CONTROL ['NOT USED]
19 PART 3- EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PREPARATION
23 A. Demolition/Removal: See Section.02 41 13.
24 3.4 INSTALLATION
25 A. Forms
26 L Extend forms the full depth of asphalt,
27 2. Metal Forms: a gauge that shall provide equivalent rigidity and strength
28 3. Use acceptable metal forms for curves with a radius of less than 250 feet.
29 4. All forms showing a deviation.of 1/8 inch in 10 feet from a Straight line shall be
30 rejected,
MY OF FORT'WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRIX17ON SPECIFICA7110N DOCUMEWS
Revised December 20,2012 CPN 02369
999901 -3
TEMPORARY ASPHALT CURB AND GUTTERS
Page 3 of 3
1 B. Placement
2 1. Deposit asphalt to maintain a horizontal surface.
3 2. Work asphalt into all spaces to form a dense mass free from voids.
4 3. Work coarse aggregate away from contact with the forms
5 4. Hand-Laid Curb and gutter
6 a. Shape and compact subgrade match existing as removed
7 b. Lightly sprinkle subgrade material immediately before asphalt placement.
8 c. Deposit asphalt into forms.
9 d. Strike off with a template 114 to 3/8 inch less than the dimensions of the
10 finished curb, unless otherwise approved.
11 C. Curing: see Section 32 12 16.
12 3.5 REPAIR/RESTORATION [NOT USED]
13 3.6 -INSTALLATION [NOT USED]
14 3.7 FIELD QUALITY CONTROL [NOT USED]
15 3.8 SYSTEM STARTUP [NOT USED]
16 3.9 ADJUSTING [NOT USED]
17 3.10 CLEANING [NOT USED]
18 3.11 CLOSEOUT ACTIVITIES [NOT USED]
19 3.12 PROTECTION [NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACHMENTS [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
24
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised December 20,2012
999902-1
BLOCK PAVERS,ROCK LANDSCAPE',LANDS(,A 1,11:: EDGE,STONE WALK
Pagel off
I SECTION 99 99 02
2 BLOCK PAVERS,ROCK I..,ANDS(,APE,,LANDSCAPE EDGE, STONE WALK
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Surface Restoration associated with utility installation, and specified herein for:
7 a. Block Pavers
8 b. Rock Landscape Bed and Plantings
9 c. Landscape Edge
10 d. Stone Walk
11 2. Replacement of existing walks, landscape edges,and pavers to original condition
12 a. Surface Restoration associated with utility installation and connection,
13 excluding grass(seeding, sodding or hydro-mulch paid separately).
14 b. Contractor shall preserve and protect or remove and replace (with prior
15 permission of affected property owners)all trees, shrubs,hedges,retaining
16 walls, landscaping,buildings,walls, etc in or near proposed construction area.
17 c. The contractor shall remove all fences,trees, shrubs, landscaping features,
18 sidelValks,walk ways,etc interfering with construction operation and provide
19 temporary fencing as required during construction. Removed features shall be
20 replaced with a new feature of like kind,or undamaged original. or
21 associated with directly affected brick pavers,rock landscape bed and
22 plantings, landscaping edge, and stone walk are identified in the plans and
23 subject,to measurel-nem1payment shown below..
24 B. Related Specification Sections include,but are not necessarily limited to:
25 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
26 2. Division I General Requirements
27 3. City of Fort Worth General Notes-Sanitary Sewer General Notes
28 4. Section 32 93 43 -Trees and Shrubs
29 5. Section 33 12 10—Water Services 1-inch to 2-inch 1.2 1. c.14)Suiff.'ace Restoration
30 1.2 PRICE AND PAYMENT PROCEDURES
31 A. Measurement and Payment
32 1. Block Pavers
33 a. Measurement
34 1.) Measurement for this Item shall be per square foot of "Block Pavers-s""
35 replaced in kind with block pavers removed during utillity construction.
36 b. Payment
37 1) The work performed and materials furnished in accordance with this Item
38 and measured as provided under"Measurement"will be paid for at the unit
39 price bid per square foot"Block Pavers"installed for:
40 a) Match Existing size
41 c. The price bid shall include:
42 1) Famishing and installing Block Pavers in place
CITY OF FORT WORTH [Insert Project Narne]
STANDA.14D CONSTRUCTION SPEC]FICA"noN,ix.)CUMENTS pnwrt Project Numbefl
Revised June 19,20113
999902-2
BLOCK PAVERS.ROCK LANDSCAPE,LANDSCAPE EDGE.STONE WALK
Page 2 of 4
1 2) Excavation
2 3) Hauling
3 4) Disposal of excess material
4 5) Surface Restoration, excluding grass (seeding, sodding or hydro-mulch
5 paid separately)
6 6) Clean-up
7 2. Rock Landscape Bed and Plantings
8 a. Measurement
9 1) Measurement for this Item shall be per square yard of "Rock Landscape
10 Bed and Plantings"replaced in kind with landscaping disturbed during
11 utility construction.
12 b. Payment
13 1) The work performed and materials furnished in accordance with this Item
14 and measured as provided under"Measurement"will be paid for at the unit
15 price bid per square yard"Rock Landscape Bed and Plantings" installed
16 for:
17 a) Match Existing shape
18 b) Match Existing type(rock, edging, plantings, etc)
19 c. The price bid shall include:
20 1) Furnishing and installing Rock Landscape Bed and Plantings in place
21 2) Excavation
22 3) Hauling
23 4) Disposal of excess material
24 5) Surface Restoration, excluding grass(seeding, sodding or hydro-mulch
25 paid separately)
26 6) Clean-up
27 3. Landscape Edge
28 a. Measurement
29 1) Measurement for this Item shall be per linear foot of "Landscape Edge"
30 replaced in kind with landscape edge removed during utility construction.
31 b. Payment
32 1) The work performed and materials furnished in accordance with this Item
33 and measured as provided under"Measurement"will be paid for at the unit
34 price bid per linear foot" Landscape Edge" installed for:
35 a) Match Existing shape, material, installation method
36 c. The price bid shall include:
37 1) Furnishing and installing Landscape edge in place
38 2) Excavation
39 3) Hauling
40 4) Disposal of excess material
41 5) Surface Restoration, excluding grass(seeding, sodding or hydro-mulch
42 paid separately)
43 6) Clean-up
44
45 4. Stone Walk
46 a. Measurement
47 1) Measurement for this Item shall be per square foot of "Stone Walk"
48 replaced in kind with stone removed during utility construction.
49 b. Payment
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised June 19.2013
99 99 02-3
BLOCK.PAVERS,ROCK LANDSCAPE,1ANDSCAPE,EEX3E,s,r(,)IqE WALK
Pape,3 of 4
1 1) The work performed and materials fir► ished in accordance with this Item
2 and measured as provided tinder"Measurement"will be paid for at the unit
3 price bid per square foot"Stone Walk"installed for:
4 a) Match Existing size,material, shape
5 c. The price bid shall include:
6 1) Furnishing and installing Stone Walk in place
7 2) 141xcavation
8 3) Hauling
9 4) Disposal of excess material
10 5) Surface Restoration,excluding grass(seeding,sodding or hydro-imulch
11 paid separately)
12 6) Clean-up
13
14 1.3 ADMINISTRATIVE REQUIREMENTS
15 A.. Scheduling
16 1. Provide advance notice and concurrence from property owner for
1.7 removal/relplacenient of surface features.
18 1.4 SUBMITTALS
19 A. Submittals shall be in accordance with Section 0133 00.
20 B. All submittals shall be approved by the City prior to delivery.
21 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDI
22 1.6 CLOSEOUT SUBMITTALS [NOT USED[
23 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
24 1.8 QUALITY ASSURANCE [NOT USED]
25 1.9 DELIVERY,STORAGE,AND HANDLING
26 1.10 FIELD [SITE] CONDITIONS IN r OT USED]
27 1.11 WARRANTY [N r OT USED]
28 PART 2- PRODUCTS
29 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
30 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS
31 1. The surface restoration features and appurtenances shall be new and acceptable to
32 the property owner,and be of similar service mid size.
33 2.3 ACCESSORIES [NOT USED]
34 2.4 SOURCE QUALITY CONTROL
35 A. Tests and Inspections
CITY OF FORTWOR.11i l jext Name]
STANDARD CONSTRUCIRM SPECIFICATION TXXI fflMTS.' Rnwlrl,Project Nwnberl
Revised June 19,2013
999902-4
BLOCK PAVERS.ROCK LANDSCAPE,LANDSCAPE EDGE,STONE WALK
Page 4 of 4
1 1. At the City's option, the manufacturer shall be required to provide certification
2 records showing conformance of materials and design.
3 2. The City reserves the right to select products at random. The failure of materials to
4 conform to this Specification may result in the rejection of the installation.
5 PART 3- EXECUTION
6 3.1 INSTALLERS [NOT USED]
7 3.2 EXAMINATION [NOT USED]
8 3.3 PREPARATION [NOT USED]
9 3.4 INSTALLATION
10 A. General
11 1. Install surface restoration to existing line, grade, vertical and horizontal location of
12 existing feature.
13 3.5 REPAIR/RESTORATION [NOT USED]
14 3.6 RE-INSTALLATION [NOT USED]
15 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
16 3.8 SYSTEM STARTUP [NOT USED]
17 3.9 ADJUSTING [NOT USED]
18 3.10 CLEANING [NOT USED]
19 3.11 CLOSEOUT ACTIVITIES [NOT USED]
20 3.12 PROTECTION [NOT USED]
21 3.13 MAINTENANCE [NOT USED]
22 3.14 ATTACHMENTS [NOT USED]
23 END OF SECTION
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised June 19.2013
3231 13-N.
CHAIN LINK FFNCE AND GATES
Page I of 9
I SECTION 99 99 05
2 GUARDRAIL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Galvanized coated chain link(non-security)-fencing and accessories in accordance
7 with the City's Zoning Ordinance.
8 2. Wrought iron fencing and accessories
9 3. Steel tube fencing and accessories
10 4. On utility projects:
11 a. When existing fence is within the pr(.-kiect Site(i.e.parallel to the utility trench
12 and/or within utility easement)and is directly disturbed by construction
13 activities,fencing will be paid for as listed in Article 1.2 below.
14 b. When existing fence is crossing the proposed utility trench,the work performed
15 and materials furnished in accordance with fence replacement will be considered
16 subsidiary to the trench and no other compensation will be allowed.
17 c. When existing fence is outside of the limits of the project Site or is identified as
18 protected on the Drawings and is disturbed andlor by construction activities,
19 replacement will be at the expense of the Contractor and no other compensation
20 will be allowed.
21 B. Deviations from this City of Fort Worth Standard Specification
22 1. Guardrail
23 a. On utility projects:
24 When existing guardrail is directly disturbed by construction activities,
25 guardrail will be paid for as listed below:
26 Guardrail
27 a. Measurement
28 1) Measurement for this Item shall be by the linear foot of Guardrail installed.
29 b. Payinent
30 1) The work performed and materials ftimished in accordance with this Item
31 and measured as provided under"Measurement"will be paid for at the unit
32 price bid per linear foot of Guardrail installed for various:
33 a) Support Posts
34 b) Rail materials
35 c. The price bid shall incl tide:
36 1) Fumishing and installing all guardrail and post materials
37 2) Cleanup
38 3) Hauling
39 Materials
40 Guardrail
41 a. General
42 1) Rails, posts,etc shall be replaced in kind with existing guardrail removed,
43 Installation
44 Guardrail
CiTY OF FORT WOR'ni [Imert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert ftject Number]
Revised December 20,2012
32 31 o z
CHAIN LINK FENCE AND GATES
Page zvrx
| a. (jcmecu|
z Replace inplace
3 C. Related Specification Sections include, but are not necessarily limited to:
4 |. Division 0 -Bidding Requirements, Contract Forms, and Conditions of the Contract
5 2. Division | -General Requirements
6 1,2 PRICE AND PAYMENT PROCEDURES
7 A. Measurement and Payment
8 l. Chain Link Fence
0 a. Mcuuurnnnen1
|O \) Measurement for this Item shall boby the linear foot of Chain Link Fence
|l installed.
12 b. Payment
13 1) The work performed and materials furnished in accordance with this Item
14 and measured as provided under"Measurement"will be paid for at the unit
15 price bid per linear foot of Chain Link Fence installed for various:
16 u) Heights
17 b) Fabric materials
10 c. The price bid shall include:
lV |) Furnishing and installing all fence and gate materials
20 2) Mow strip, if shown inDrawings
21 3) Cleanup
22 4\ Hauling
23 2. Wrought Iron Fence
24 a. Measurement
25 )) Measurement for this Item shall bchvthe linear foot of Wrought Iron
26 Fence installed.
27 b. Payment
28 |) The work perbomuedand materials furnished in accordance with this \tcno
20 and measured uy provided under^'Meayuremeni^` will be paid for a1 the unit
30 price bid per linear foot of Wrought Iron Fence installed for various heights.
31 c. The price bid shall include:
32 l) Furnishing and installing all fence and gate materials
33 2) Mow strip, if shown inDrawings
34 ]) Cleanup
35 4) Hauling
36 3. Steel Tube Fence
37 u. Measurement
38 \) Measurement for this Item shall be6v the linear foot of Steel Tube Fence
39 installed.
40 b. Payment
47 |) The work performed and materials furnished in accordance with this Item
42 and measured as provided under"Measurement" will be paid for at the unit
43 price bid per linear foot o[Steel Tube Fence installed for various heights.
44 c. The price bid shall include:
45 \) Furnishing and installing all fence and gate materials
46 2) Mow strip, if shown iuDrawings
47 ]) Cleanup
48 4) Hauling
CITY or FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December zo.zo|z
3231 13-3
CHAIN LINK FENCE AND GATES
Page 3 of 8
1 1.3 REFERENCES
2 A. Reference Standards
3 1. Reference standards cited in this specification refer to the current reference standard
4 published at the time of the latest revision date logged at the end of this
5 specification,unless a date is specifically cited.
6 2. American Society for'l"esting and Materials(ASTM):
7 a. A 36, Standard Specification for Carbon Stnictural Steel
8 b. A 123, Standat•d Specification for Zinc(11ot-Dip GaIvanized)Coatings, on Iron
9 and Steel Products
10 c. A 392, Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric
11 d. A 500, Standard Specification for Cold-Fornied Welded and Searnless Carbon
12 Steel Structural TLibfilg in Rounds and Shapes
13 e. F 626, Standard Specification for Fence Fittings
14 f F 1043, Standard Specification for Strength and Protective Coatings on Steel
15 Industrial Chain Link Fence Framework,.
16 g. F 1083,Standard Specificatkm for Pipe,Steel,lJot-Dipped Zinc-Coated
17 (G'alvanized) Welded, for Fence Structures
18 h. F 1183, Specification for Aluminum.Alloy Chain Link Fence Fabric
19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
20 1.5 ACTION SUBMITTALS
21, A. Shop drawings
22 1. Layout of fences and gates with dimensions,details, and finishes of cotuponents,
23 accessories and post foundations if requested by the City.
24 B. Product data
25 1. MianufactLiirer's catallog cuts indicating material comphat.-Ice and specified Options.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED)
32 1.12 WARRANTY [NOT USED]
33 PART 2- PRODUCTS
34 2.1 OWNER-FURNISHED [NOT USED]
35 2.2 MANUFACTURED UNITS/MATERIALS
36 A. Manufacturer
37 1. Minimum of 5 ye an,of experience manufacttiring galvanized coated chain link
38 f ncin&
39 2. Approved Manufacturer or equal:
40 a. Allied Fence,Inc.
CITY OF FORT WORTH Pawn Prqject Maine]
STANDARE)coNs'rRI.K."l-ION SPEC'IFICATION IMUMENTS [Insert Prqiect Nunber)
Revised December 2nD,,2012
3231 13-4
CHAIN LINK FENCE AND GATES
Page 4 of 8
1 b. American Fence Corp.
2 c. Anchor Fence, Inc.
3 d. Master Halco, Inc.
4 B. Materials
5 1. Chain Link Fence
6 a. General
7 1) Posts, gate frames, braces, rails, stretcher bars, truss rods and tension wire
8 shall be of steel.
9 2) Gate hinges, post caps, barbed wire supporting arms, stretcher bar bands
10 and other parts shall be of steel, malleable iron, ductile iron or equal
11 3) Post tops, rail end,ties and clips may be of aluminum.
12 4) Use only new material, or salvaged/existing material if approved by City or
13 noted on Drawings.
14 b. Steel Fabric
15 1) Fabric
16 a) No. 9 gauge
17 b) 2-inch mesh
18 (1) Commercial: both top and bottom selvages twisted and barged
19 Residential: match existing or both top and bottom selvages knuckled
20 (2) Furnish 1-piece fabric widths.
21 2) Fabric Finish: Galvanized, ASTM A 392, Class I, with not less than 1.2 oz.
22 zinc per square foot of surface.
23 c. Aluminum Fabric
24 1) Fabric
25 a) ASTM F 1183
26 b) No. 9 gauge
27 c) 2-inch mesh, with both top and bottom selvages twisted and barged.
28 d) Furnish 1-piece fabric widths.
29 d. Steel Framing
30 1) Steel pipe-Type I
31 a) ASTM F 1083
32 b) Standard weight schedule 40
33 c) Minimum yield strength: 30,000 psi
34 d) Sizes as indicated
35 e) Hot-dipped galvanized with minimum average 1.8 oz/ft2 of coated
36 surface area
37 2) Steel pipe- Type I1
38 a) ASTM F 1043,Group IC
39 b) Minimum yield strength: 50,000 psi
40 c) Sizes as indicated on Drawings
41 d) Protective coating per ASTM F 1043
42 (1) External coating Type B
43 (a) Zinc with organic overcoat
44 (b) 0.9 oz/ft2 minimum zinc coating with chromate conversion
45 coating and verifiable polymer film
46 (2) Internal coating Type B
47 (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent
48 nominal coating, minimum 3 mils
49 3) Formed steel ("C") sections:
CITY OF FORT WORTH [Insert Project.Namel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20,2012
3231 13-5
CHAIN UNK FENCE AND GATES
Page 5 of 8
1 a) Roll formed steel shapes complying with ASTM F 1043,Group 11
2 b) Miminum yield strength:45,000 psi(310 MPa)
3 c) Sizes as indicated on Drawings
4 d) External coating per ASTM F 10439"Typo A
5 (1) Minimum average 2.0 oz(1i2of zinc per ASTM A. 123
6 4) Steel square sections
7 a) ASTM A.5009 Grade B
8 b) Minimum yields ngth: 40,000 psi
9 c) Sizes as indicated on Drawings
10 d) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area
11 e. Accessories
12 1) Chain link fence accessories
13 a) ASTM F 626
14 b) Provide items required.to complete fence system.
15 c) Galvanize each ferrous metal item and finish to match framing.
16 2) Post caps
17 a) Formed steel or cast malleable iron weather tight closure cap for
18 tubular posts.
19 b) Provide I cap for each post.
20 c) Cap to have provision for barbed wire when necessary.
21 d) "C"shaped line post without top rail or barbed wire supporting arms do
22 not require post caps.
23 e) Where top rail is used,provide tops to permit passage of top rail.
24 3) Top rail and rail ends
25 a) 15/8 inch diameter galvanized round pipe for horizontal rail ing
26 b) Pressed steel per ASTM F626
27 c) For connection of rail and brace to terminal posts
28 4) Top rail sleeves
29 a) 7-inch expansion sleeve with aminimum 0.137 inch wire diameter and
30 1.80 inch length spring, allowing for expansion and contraction of top rail
31 5) Wire ties
32 a) 9 gauge galvanized steel wire for attachment of fabric to line posts
33 b) Double wrap 13 gauge for rails and braces.
34 c) Hog ring ties of 12-1/2 gauge for attachment
35 6) Brace and tension(suvtcher bar)bands
36 a) Pressed steel
37 b) Minimum 300 degree profile curvature for secure fence post attachment
38 c) At square post provide tension bar clips.
39 7) Tension(stretcher)bars:
40 a) I piece lengths equal to 2 inches less than full height of fabric
41 b) Minimum cross-section of 3/16 inch x 3/4 inch
42 c) Provide tension (stretcher)bars where chain link fabric meets terminal
43 posts.
44 8) Tension wire
45 a) Galvanized.coated steel wire, 6 gauge, [0.192 inch]diameter wire
46 b) Tensile strength: 75,000 psi
47 9) Truss rods&tightener
48 a) Steel rods with minimum diameter of 5/16 inch
49 b) Capable of withstanding a tension of minit-nuin 2,000 pounds
50 10)Nuts and bolts are galvanized.
CITY OF FORT WORTH Rnsert Project Narnel
STANDARD CONSTRUCTION SPEC 111CATEON DOCUMENTS [Insert Project Number
Revised December 20,2012
szs/ o ^
CHAIN LINK FENCE AND GATES
Page^urx
l 2. Wrought Iron Fence: upcuiDcd per Drawings.
2 l Steel Tube Fence: specified per Drawings.
3 4. Setting Materials
4 a. Concrete
5 |) Minimum 28day compressive strength of3,000psi
h 2) Bagged concrete allowed.
7 b. Drive Anchors
8 !) Galvanized angles
9 2) /\STM/\ 36 steel
lO J) | inch | inch x30 inch galvanized shoe clamps to secure angles toposts.
ll 2'3 ACCESSORIES [NOT 0SE)N]
12 2'4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3'1 INSTALLERS INOT USED]
15 3'2 EXAMINATION
16 A. Verification ofConditions
17 !. Verify areas 0o receive fencing are completed 0ofinal grades and elevations.
18 2. Ensure property lines and legal boundaries of work are clearly established
|y 3'3 PREPARATION }NOT USED]
20 3.4 INSTALLATION
21 A. Chain Link Fence Framing
22 |. Locate terminal post at each fence termination and change in horizontal or vertical
23 direction of30 degrees ormore.
24 2. Space line pouts uniformly at 10 feet on ucn0nc
25 3. Set all posts in concrete
26 a. Drill holes io firm, undisturbed or compacted soil.
27 b. Drill hole diameter 4times greater than outside dimension of post.
28 C. Set post bottom 24 inches below surface when iofimu, undisturbed soil.
29 d. Excavate deeper as required for adequate support in soft and loose soils, and for
30 posts with heavy lateral loads.
31 e. Place concrete around posts ina continuous pour. Trowel finish around post.
32 Slope to direct water away from posts.
33 4. Check each post for vertical and top alignment, and maintain in position during
34 placement and finishing operations.
35 5. Bracing
36 u. Install horizontal pipe brace a1 mid-height for fences 6 feet and taller, on each
37 side of terminal posts.
38 b. Firmly attach with fittings.
39 u. Install diagonal truss rods a1 these points.
40 d. Adjust truss rod, ensuring posts remain plumb.
41 6. Tension wire
42 u. Provide tension wire u1 bottom of fabric and u1 top, if top rail is not specificd.
43 b. loma|| tension wire before stretching fabric and attach 10 each post with ties.
CITY or FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December zo.2o/2
32 31 137
CHAIN LINK FENCE AND GATES
Page 7 of 8
1 c. Secure tension wire to fabric with 12-1/2 gauge hog rings 24 inches on center.
2 T Top it
3 a. Install lengths,21 feet n/contractio
4 b. Connect joints with sleeves for rigid connections for expwisio n,
5 8. Center Rails for fabric height 12 feet and taller.
6 a. Install mid rails between posts with Fittings and accessories.
7 9. Bottom Rails: Install bottorn rails between posts with fittings and accessories.
8 B. Chain Link Fabric Installation
9 1. Fabric
10 a. Install fabric on security side and attach so that fabric remains in tension after
I I pulling force is released,
12 b. Leave approximately 2 inches between finish grade and bottom selvage.
13 c. Attach fabric with wire ties to line posts at 15 inches on center and to rails,
14 braces, and tension wire at 24 inches on center.
15 2. Tension (stretcher)bars
16 a. Pull fabric taut.
17 b. Thread tension bar through fabric and attach to terminal posts with bands or
18 clips spaced maximum of 15 inches on center,
19 3. Accessories
20 a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing.
21 b. Fasteners: Install nuts on side of fence opposite fabric side for added security.
22 c. Slats: Install slats in accordance with manufacturer's instructions,
23 C. Wrought Iron Installation: install per Drawings
24 D. Steel Tube Fence: install per Drawings
25 3.5 REPAIRIRESTORATION [NOT USED]
26 3.6 RE-INSTALLATION [NOT USED]
27 3.7 FIELD QUALITY CONTROL [NOT USED]
28 3.8 SYSTEM STARTUP [NOT USED]
29 3.9 ADJUSTING [NOT USED]
30 3.10 CLEANING [NOT USED]
31 3.11 CLOSEOUT ACTIVITIES [NOT USED]
32 3.12 PROTECTION [NOT USED]
33 3.13 MAINTENANCE [NOT USED]
34 3.14 ATTACHMENTS [NOT USED]
35 END OF SECTION
36
Revision Log
DATE NAME StIMMARY OF CHANGE
12/20/2012 D.Johnson 1.1.A.modified to describe when City would pay for fence replacement on utility
utilit y
CITY OF FORT WORTH [Insert Prqject Nwne I
STANDARD CONsTRucFION SPECIFICATION rX.)CUMENTS [Insert Project NLurnberl
Revised December 20,2012
3231 13-8
CHAIN LINK FENCE AND GATES
Page 8 of 8
projects
1
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20,2012
321613-1
CONC11:11,'CURB M GUTTIRS AND VALLEY GUTFE'AS
Pape I of 5
SECTION 99 99 06
2 CONCRETE FL,IJME,S
3
4 PART1 - GENERAL
s 1.1 SUMMARY
6 A. Section Includes:
7 1. Concrete Curbs and Gutters
8 2. Concrete Valley Gutters
9 B. Deviations from this City of Fort Worth Standard Specification
10 1 a Flume -Remove and replace existing flume in place with like
I I materials/construction niethods. Payment shall be as shown below:
12 Flume
13 a. Measurenient
14 1) Measurement for this Item shall be by the square yard of Concrete Flume
15 replaced in place.
16 b. Payment
17 The work performed and materials furnished in accordance with this Item
18 and measured as provided under"Measurement"will be paid for at the unit
19 price bid per square yard of Concrete Flume complete and in place for:
20 a) various surface types
21 c. The price bid shall include:
22 1) Preparing the sub grade
23 2) f7umishing and placing all n'itnerials,including foundation course,
24 reinforcing steel,and expansion inaterial
25 C. Related Specification Sections include,but are not necessarily Ifinited to:
26 1. Division 0.-[lidding Requirements,Contract Fonns,and Conditions of the Contract
27 2. Division I -General Requirements
28 3. Section 02 41 13 - Selective Site Demolition
29 4. Section 32 13 13 -Concrete Paving
30 5.. Section 32 13 73 .-Concrete Paving Joint Sealants
31 1.2 PRICE AND PAYMENT PROCEDURES
32 A. Measurement and Payment
33 1. Concrete Curb and Gutter
34 a. Measurement,
35 1) Measurement for this Item shall be l.)y the linear foot of Concrete Curb and
36 Gutter.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under"Mectsurernent"will be paid for at the unit
40 price bid per linear foot of Concrete Curb and Gutter complete and in place
41 by curb height.
CITY OF Forur wortTii [insert IToject Nwilie]
SIANDARD CONSTRAX 110N SPECIFICATION IX)CUMENTS [insert Project NumbeTj
Reviwd Decemlxy 20,2012
32 16 13-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 c. The price bid shall include:
2 1) Preparing the subgrade
3 2) Furnishing and placing all materials, including foundation course,
4 reinforcing steel, and expansion material
5 2. Concrete Valley Gutter
6 a. Measurement
7 1) Measurement for this Item shall be by the square yard of Concrete Valley
8 Gutter.
9 b. Payment
10 1) The work performed and materials furnished in accordance with this Item
11 and measured as provided under"Measurement"will be paid for at the unit
12 price bid per square yard of Concrete Valley Gutter complete and in place
13 for:
14 a) Various street types
15 c. The price bid shall include:
16 1) Preparing the subgrade
17 2) Furnishing and placing all materials, including foundation course,
18 reinforcing steel, and expansion material
19 1.3 REFERENCES [NOT USED]
20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
21 1.5 ACTION SUBMITTALS [NOT USED]
22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
23 1.7 CLOSEOUT SUBMITTALS [NOT USED]
24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
25 1.9 QUALITY ASSURANCE [NOT USED]
26 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
27 1.11 FIELD CONDITIONS
28 A. Weather Conditions: See Section 32 13 13.
29 1.12 WARRANTY [NOT USED]
30 PART 2- PRODUCTS
31 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
32 2.2 EQUIPMENT AND MATERIALS
33 A. Forms: See Section 32 13 13.
34 B. Concrete: See Section 32 13 13.
35 C. Reinforcement: See Section 32 13 13.
36 D. Joint Filler
37 1. Wood Filler: see Section 32 13 13.
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20,2012
321613-3
CONCRETE CURB AND GUTTERS AND V/%LLEY GUTHERS
Page 3 of 5
1 2. Pre-Molded Asphalt Board Filler
2 a. Use only in areas where not practical for wood boards
3 b. Pre-molded asphalt board filler: ASTM D545
4 c. Install the required size and uniform thickness and as specified in the Drawings.
5 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
6 mixture of asphalt and vegetable fiber and/or rnineral filler.
7 E. Expansion Joint Sealant: See Section 32 13 71
8 2.3 ACCESSORIES [NOT USED]
9 2.4 SOURCE QUALITY CONTROL [NOT USED]
10 PART 3- EXECUTION
11 3.1 INSTALLERS [NOT USED]
12 3.2 EXAMINATION [NOT USED]
13 3.3 PREPARATION
14 A. Demolition/Removal: See Section 02 41 13.
15 3.4 INSTALLATION
16 A. Forms
17 1. Extend forms the full depth of concrete.
18 2. Wood forms: minimum of 1112 inches in thickness
19 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength.
20 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet.
21 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be
22 rejected.
23 B. Reinforcing Steel
24 1. Place all necessary reinforcement for City approval prior to depositing concrete.
25 2. All steel must be free from paint and oil and all loose scale,rust, in and other
26 foreign substances.
27 3. Remove foreign substances from steel before placing.
28 4. Wire all bars at their intersections and at all laps or splices.
29 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches,whichever,is
30 greater.
31 C. Concrete Placement
32 1- Deposit concrete to maintain a horizontal surface,
33 2. Work concrete into all spaces and around any reinforcement to form a dense mass
34 free from voids.
35 3. Work coarse aggregate away from contact with the forms
36 4. Hand-Laid Concrete —Curb and gutter
37 a. Shape and compact subgrade to the lines,grades and cross section shown on the
38 Drawings.
CITY OF FORT WORM j[1 nsert Project Name]
STANDARD CONSIRUCTION SPECIFICATION IX)CUMENTS 11 n sert Project Ntunberl
Revised December 2C1„.2012
3u /ao'4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4^/5
\ b. Lightly sprinkle aubgradematerial innnucdiu{e|y before concrete placement.
2 c. Deposit concrete into fbnna.
3 d. Strike off with u1ennp|aLc |/410 3/8 inch less than the dimensions of the
4 finished curb, unless otherwise approved.
5 5. Machine-Laid Conorete—Curb and Gutter
6 a. Hand-tamp and sprinkle aubgradennaterial before concrete placement.
7 b. Provide clean surfaces for concrete placement.
8 c. Place the concrete with approved self-propelled equipment.
9 l) The forming tube of the extrusion machine or the fbnnof the s\ipfhnn
|O machine must easily be adjustable vertically during the forward motion of
I the machine to provide variable heights necessary to conform tmthe
12 cn1ub|ishcdgradc|ine.
13 d. Attach a pointer or gauge to the machine so that a continual comparison can be
14 made between the extruded urs/ipfbom work and the grade guideline,
15 o. Brush finish surfaces inunncdiu1e|y after extrusion ors|ipfonning.
16 6. Hand-Laid Concrete—Concrete Valley Gutter: See Section 32 13 13.
17 7. Expansion joints
lQ u. Place expansion joints in the curb and gutter u1200-fhot intervals and at
19 intersection returns and other rigid structures.
20 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
21 pavement joints 1oa depth ofl-\/2inches.
22 o. Place expansion joints at all intersections with concrete driveways, curbs,
23 buildings and other curb and gutters.
24 d. Make expansion joints no less than 1/2 inch in thickness, extending the full
25 depth of the concrete.
26 e. Make expansion joints perpendicular and at right angles to the face of the curb.
27 f, Neatly trim any expansion material extending above the finished 10 the surface
28 of the finisbcdwork.
29 g, Make expansion joints in the curb and gutter coincide with the concrete
30 expansion joints.
31 h. Longitudinal dowels across the expansion joints in the curb and gutter are
32 required.
33 i. Install 3 No. 4 round, smooth burs, 24 inches in length, for dowels a1each
34 czpunsionjoint.
35 ' Coat |/2of the dowel with a bond breaker and terminate with u dowel cap that
36 provides a minimum ofl inch free expansion.
37 k. Support dowels bvun approved method.
38 D. Curing: see Section 32 13 13.
39 3.5 REPAIR/RESTORATION [NOT USED]
40 3.6 RE-INSTALLATION (NOT USED]
41 3,7 FIELD QUALITY CONTROL [NOT USED]
42 3.8 SYSTEM STARTUP [NOT USED)
43 3,9 ADJUSTING [NOT USED]
44 3.10 CLEANING [NOT USED]
CITY or FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert pxvmtNumber]
Revised December zn.2n/2
32 16 13-5
CONCRETE CURB AND GUTrERS AND VALLEY GUTrERS
Pa.ge 5 of`5
1 3.11 CLOSEOUT ACTiviTIES [NOT USED]
2 3.12 PROTECTION [NOT'USED]
3 3.13 MAINTENANCE [NOT USED]
4 3.14 ATTACHMENTS [NOT USED)
5 END OF SECTION
6
Revision Log
DATE NAME SUMMARY OF CKANGE
12/20/2012 D.Johnson L2.A.2.Modified payment item to vary by street type
7
CITY OF FORT WORTH finrort ProjeLt Nvnr,,➢
STANDARD CONSTRUCTION SPEICIFICWTION D(X',UMENTS [insert Project Number)
Revised December 20,2012
32 32 o /
cxsT-/w-PLxcs CONCRETE RETAINING WALLS
Page / of 6
/ SECTION 99 99 08
2 WOOD RETAINING WALLS
] PART 1 - GENERAL
4 1,1 SUMMARY
5 A. Section Includes
6 l. Construction ofcuat-in-p|uom concrete retaining wall (4 foot maximum height)of
7 the size and shape detailed on the Drawings and ut the location shown onthe
0 Drawings.
9 2. Construction ofTs[)OTstandard cast-in-place, spread foot concrete retaining wall
|O of the size and shape detailed on the Drawings and at the location shown on the
I Drawings.
12 B. Deviations from this City of Fort Worth Standard Specification
13 l. Construction of wood retaining wu|/ (4 foot maximum height) of the size and shape
14 of existing retaining wall removed during utility construction. Payment shall be as
15 shown below:
16 Wood Retaining 0/u|( with Sidewalk, puoc
17 u. Measurement
18 /) Measurement for this Item shall be by the linear foot of the front surface of
19 the wu|i
20 h. Payment
21 7) The work performed and materials furnished in accordance with this Item
22 and measured ua provided under^'Meuyurenoent'`will hc paid for a1 the unit
23 price bid per linear foot ufRetaining Wall Face constructed.
24 c. The price bid shall include:
25 l) Excavation in back of Retaining VVa|\y
26 2) Furnishing and placing footings
27 3) Leveling pads and copings
28 4) Furnishing, placing, and compacting backfill (except in embankment areas)
29 5) Furnishing and placing waterproofing material, filter material and drain
30 pipe,joint noo1eriu\, water stop, and filter fabric when required
31 6) Finishing wall including special coatings when specified
32 1.2 REFERENCES
33 A. Definitions
34 1. Semi-Permanent Wall - Due to the wood construction, retaining wall is not
35 presumed tobepennunent walls but should match wood type, construction,
36 support, etc as original wall.
37 2.2 MATERIALS
38 All materials used in construction ahu|| match existing 8" wood retaining wall.
39 3.4 INSTALLATION
40 lny1u||ution of the wood retaining wall shall match line, grade, height, and
41 horizontal and vertical |oou1iun of original wood retaining wall.
42
CITY mppoxTWORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [insert pnvcmNumber]
Revised December zu,zu/z
323213-.2
CAST-IN-PLACE CONCRI.11,'REIAIMNG ALL
Page,2 of 6
2 C. Related Specification Sections include,but are not necessarily limited to:
3 1, Division 0-Bidding RequiretnerilLs,Contract Forrns, and Conditions of the Contract
4 2. Division I -General Requireirients
5 1 Section 03 30 00-Cast-in-Place Concrete
6 4. Section 31 23 16 -Unclassified Excavation
7 54 Section 3123 23 -Borrow
8 6. Section 3124 00-Embankments
9 T Section 32 13 20-Concrete Sidewalks,Driveways and Barrier Free Ramps
10 8. Section 33 46 00- Subdrainage
11 1.3 PRICE AND PAYMENT PROCEDURES
12 A. Measuretnent and Paynient
13 L Concrete Retaining Wall with Sidewalk,Face
14 a. Measurement
15 1) Measurement for this item shall be by the square foot of the front surface of
16 the wall.
17 b. Payment
18 1) The work perfornaed and materials furnished in accordance with this Item
19 and measured as provided under"Measurernent"will be paid for at the unit
20 price bid per square foot of Retaii,iing Wall Face constructed,,
21 c. The price bid shall include:
22 1) Excavation in back of Retaining Walls
23 2) Furnishing and placing footings
24 3) Leveling pads and copings,
25 4) Furnishing, placing, and compacting backfill(except in embankment areas)
26 5) Furnishing and placing concrete,reinforcing steel,waterproofing material,
27 filter material and drain pipe,joint mair
,erial, water stop, and filter fabric when
28 required
29 6) Fabricating,curring,and Finishing wall including special coatings when
30 specified
31 7) Sidewalk adjacent to Retaining Wall per Section 32 13 20
32 2, Concrete Retaining Wall with Sidewalk, Sidewalk
33 a. Measurement
34 1) Measurement for this Item shall be by the square foot of completed and
35 accepted Concrete Sidewalk.in.its final position.. Measurement shall be taken
36 from face of wall to edge of concrete sid,ewalk.
37 b. Payinent
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under"M.easuremeriC'will be paid for at the unit
40 price bid per square foot of Concrete Retaining all with Sidewalk, Sidewalk
41 installed.
42 c. The price bid shall include-
43 1) EXCaNating and preparing the sub grade
44 2) Furnishing and placing 0 materials
45 3. TxDOT Standard-Spread Footing Walls
46 a. Measurenient
CITY OF FORT WORTH [Insert.Projeo Name]
STANDARD CONSTRUC11ON SPEEIFICA'TION DOCUMENTS l�Insert Projtrt Numbef]
Revised December 20,2012
323213-3
CAST-IN-PLACE CONCRETE RETAINING WALLS
Page 3 of 6
1 1) Measurement for this Item shall be by the square foot of the front surface of
2 the wall. Unless otherwise shown on the Drawings, measure area from
3 finished ground line on the face of the exterior wall to the top of the wall
4 including any coping required(not including railing).
5 b. Payment
6 1) The work performed and materials furnished in accordance with this Item
7 and measured as provided under"Measurement" will be paid for at the unit
8 price bid per square foot of Spread Footing Wall constructed.
9 c. The price bid shall include:
10 1) Excavation in back of Retaining Walls
11 2) Furnishing and placing footings
12 3) Leveling pads and copings
13 4) Furnishing, placing, and compacting backfill (except in embankment areas)
14 5) Furnishing and placing concrete, reinforcing steel, waterproofing material,
15 filter material and drain pipe,joint material, water stop, and filter fabric when
16 required
17 6) Fabricating, curing, and finishing wall including special coatings when
18 specified
19 1.4 REFERENCES
20 A. Definitions
21 1. Pennanent Wall - Retaining wall with a design service life of 75 years. All walls
22 are presumed to be pennanent walls unless otherwise specified in the Drawings.
23 B. Reference standards cited in this specification refer to the current reference standard
24 published at the time of the latest revision date logged at the end of this specification,
25 unless a date is specifically cited.
26 1. ASTM International (ASTM):
27 a. D4491, Standard Test Methods for Water Penmeability of Geotextiles by
28 Pennittivity
29 b. D4533, Standard Test Method for Trapezoid Tearing Strength of Geotextiles
30 c. D4632, Standard Test Method for Grab Breaking Load and Elongation of
31 Geotextiles
32 d. D4751, Standard Test Method for Determining Apparent Opening Size of a
33 Geotextile
34 2. Texas Department of Transportation (TXDOT), Standard Specifications for
35 Construction and Maintenance of Highways and Bridges:
36 a. 110, Excavation
37 b. 132, Embankment
38 c. 400, Excavation and Back-fill for Structures
39 d, 420, Concrete Structures
40 e. 421, Hydraulic Cement Concrete
41 f. 423, Retaining Walls
42 g. 440, Reinforcing Steel
43 h. 445, Galvanizing
44 i. 458, Waterproofing Membranes for Structures
45 j. 556, Pipe Underdrains
46 3. TxDOT Standard—Spread Footing Walls
47 a. RW 1 (L) A—Low Footing Pressure, Design A Retaining Walls
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20,2012
323213-4
CASIAN-PLACE CONCRE FE RETArNING WALLS
Page 4 of 6
b. RW I (L)B Low Footing Pressure,Design B Retaining Walls
2 c. RW I (L)C-Low Footing Pressure, Design C Retaining Walls
3 d. RW I (H)A High Footing Pressure,Design A Retaining Walls
4 e. RW I (H)B HighFooting Pressure,Design B Retaining Walls
5 f RW I (H)C High Footing Pressure,Design C Retaining Walls
6 g. RW 2—Retaining Wall Miscellaneous Details
7 4. Texas Department of Transportation(TX I DO1"),Manual of Testing Procedures-
8 a. Tex-616-1,Construction Fabrics
9 1.5 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.6 SUBMITTALS
11 A. See Section 03 30 00.
12 1.7 ACTION SUBMITTALS [NOT USED]
13 1.8 CLOSEOUT SUBMITTALS [NOT USED]
14 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE
16 A. See Section 03 30 00.
17 1.10 DELIVERY,STORAGE,AND HANDLING
18 A. See Section 03 30 K
19 1.11 SITE CONDITIONS
20 A. Ambient Conditions: See Section 03 30 00.
21 1.12 WARRANTY[NOT USED1
22 PART 2- PRODUCTS
23 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
24 2.2 MATERIALS
25 A. Concrete and Reinforcing Steel
26 1. Concrete Retaining Wall with Sidewalk
27 a. Section 03 30 00.
28 2. TxDO,r standardSpread Footing Walls
29 a. 420,Concrete Stnictures
30 b. 421, 11ydraulic("'t,,iiieiitConcre�te
31 c. 440,Reinforcing Steel
32 d. 445,Galvanizing
33 e. 458, Waterproofing Membranes for Stnictures
34 B. Backfill
35 1. Concrete Retaining Wall with Sidewalk
36 a. Section 31 23 23
37 2. TxDOT Standard• Spread Footing Walls
38 a.. 132., Embankments
CITY OF FORTWORM lInsert Prqjea Naxnel
STANDARD CONSTRUCTION SPECT11CATION DOCUNMENTS finscH Pray. , Numbed
Revised December 20,2012
323213-5
CAST4N-111ACE CONCRE'1.11:�,RE AWING WALLS
Page.5 of'6
I C. [Jnderdrains
2 1. Concrete Retaining Wall with Sidewalk
3 a. Section 33 46 00
4 2. TA)OTStaiadard— Spread F'ooting Walls
5 a. 556,Pipe (_Jnderdrains
6 D. Filter Fabric
7 1. General
8 a. Provide standard weight fabric for retaining walls and soil separation.
9 b. Provide filter fabric rated as UV-resistant when used as part of the exposed
0 facing for a ternpormy wall.
c. The fabric consists exclusively of manmade therniopiwstic fihcrss, is a non-
12 woven geotextile fabric,and forms a mat of unifbnn q�uality.
13 d. Fabric fibers are continLIOL[s and random throughout the fabric.
14 e. The fabric is mildew resistant
r and rot-proof, and it is satisfactory for use in a
15 wet soil and aggregate environment..
16 2. Physical Requireknents- 'rhe fabric must conform to the requirements listed in Table
17 1 when tested in accordance with the test methods specified.
18
19 Table 1
20 Filter Fabric Requirement's
21
1!4ysical Pr rties Test MethW Value
Fabric Weight,on an ambient Tex-616 J 4 ozJyard
temperature air-dried, tension
free earn ...................... ...........
Pennittj , 1( ASTM D4491 1.0, min
I°ensile Strengtlu, lbs AST M D4632 100 lbs
LlkaA_nqqt() 70 100
S
jxpi!� e AS D4751
E ASTM D4632 20-100
i"ra ea�Didal "1 ear, lbs x.51"1114533
5 lbs
22 2.3 ACCESSORIES [NOT L➢SED]
23 2.4 SOURCE QUALITY CONTROL [NOT USED]
24 PART 3- EXECUTION
25 3.1 INSTALLERS [NOT USED]
26 3.2 EXAMINATION [NOT USE131
27 3.3 PREPARATION [NOT USED]
28 3.4 INSTALLATION
29 A. Construct retaining walls in accordance with the Dir-awings and to the pertinent
30 requirements of the following Sectjons:
31 1. Concrete Retaining Wall with Sidewalk
32 as Section 03 30 00
33 b. Section 31 23 16
34 c. Section 31 23 23
CITY OF FORT WORTH grwn irqject Name)
STANDARD CONSTRUCTION SPECIFICA'acyiq FXX 1Jh4ENT,(',; [Insert Project Number]
Revised December 20,2012
3232 13-6
CAST-IN-PL ACE CONCREIT'RIETAMIG WALLS
Page 6 of 6
1 d. Section 31 24 00
2 e. Section 33 46 00
3 2, TxD0TStandard--Spread Footing Walls
4 a. 110, Excavation
5 b. 132,Embankment
6 c., 400, EAcavation and Backfill for Structures
7 d. 423,Retainirig Walls
8 e. 420,Concrete Structures
9 f 458, Water proofi ng Menabnanes for Structures
10 g. 556,Pipe Underdmins
11 3.5 REPAIR
12 A. See Section 03 30 00.
13 3.6 RE-INSTALLATION [NOT USED]
14 3.7 FIELD QUALITY CONTROL
15 A. See Section 03 30 00.
16 3.8 SYSTEM STARTUP[NOT USED]
17 3.9 ADJUSTING INOTUSED1
18 3.10 CLEANING [NOT USED]
19 3.11 CLOSEOUT ACTivjTIES [NOT USED]
20 3.12 PROTECTION [NOT USED]
21 3.13 MAINTENANCE [NOT USED]
22 3.14 ATTACHMENTS [NOT USED]
23 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CIIANGE
12/20/2012 D.Johnson 1.2.A Payment item for concrete retaining wall with sidewalk was broken into two
Items:one for the face of waU and one for the sidewalk.
24
CITY OF FORT WORTH Pnsert IN-oJecl Namel
STANDARD CONSTRI ICTION SPECIFI4;A710N DOCUMENTS [Insert PToject Nuinbew'l
Revised Dmernber 20,2012
ozw o /
PAVING REMOVAL
Page/ m6
l SECTION 0248 85
2 PAVING REMOVAL
3 PAJRTI - GENERAL
4 1,1 SUMMARY
5 A. Section Includes:
6 |. Removing concrete paving, asphalt paving and brick paving
7 2. Removing concrete curb and gutter
8 3. Removing concrete valley gutter
9 4. Milling roadway paving
10 5. Pulverization of existing pavement
11 6. Disposal of removed materials
12 B. Deviations from this City ofFort Worth Standard Specification
13 |. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 |. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract
16 2. Division | -General Requirements
17 3. Section 32 11 33 -Cement Treated Buac Courses
18 8,2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 l. Measurement
21 u. Remove Concrete Paving: measure hv the square yard from buck-to-backof
22 curbs.
23 b. Remove Asphalt Paving: measure hv the square yard between the lips of
24 gutters.
25 c. Remove Brick Paving: measure by the square yard.
26 d. Remove Concrete Curb and Gutter: measure bythe linear foot.
27 e. Remove Concrete Valley Gutter: measure by the square yard
28 [ Wedge Milling: measure hvthe square yard for varying thickness.
29 g. Surface Milling: measure tw the square yard for varying thickness.
30 h. Butt Milling: measured tw the linear foot.
31 i� Pavement Pu\veri�dion: noeosu,eby the square yard.
32 j Remove Speed Cushion: measure hveach.
33 2. Payment
34 u. Remove Concrete Paving: full compensation for saw cutting, removal, bomUnQ,
35 disposal,tools, equipment, labor and incidentals needed to execute work. For
36 utility projects,ihialtenoohuUbeconaideredauboidiarytotbeU'enchundno
37 other compensation will bcallowed.
38 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
39 disposal,tools,equipment, labor and incidentals needed to execute work. For
40 utility projects,tbia Item ahu|| be considered subsidiary to the trench and no
41 other compensation will be allowed. For utility projects,this /tcnn nhu1\ be
42 considered subsidiary to the trench and no other compensation will be allowed.
CITY or FORT WORTH zo/4c/p YEAR z-cowrmxcr/.UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ozzm
Revised December zo,zo/z
02.41 15-2
PAVING REMOVAL
Page 2 of 6
c. Remove Brick Paving: full compensation for saw Cutting, relnoval, salvaging,
2 cleaning, hatifing,disposal,tools,equipment, labor and incideniAls needed to
3 execute work.For utility prqjects,this Item shall be considered subsidiary to
4 the trench and no other compensation will be allowed.
5 d. Remove Concrete,Curb and Gutter: full cornpensation for saw cutting,removal,
6 hauling,disposal,tools,equipment,labor and incidentals needed to execute
7 work. For utility projects,this Item shall be considered subsidiary to the trench
8 and no other compensation will be allowed.
9 e. Remove Concrete Valley Gutter: full coriipensation for saw cutting, removal,
10 hauling, disposal,tools,equipment, labor and incidentals needed to execute
11 work.
12 f. Wedge Milling: full compensation for all milling, hauling milled material to
13 salvage stockpile or disposal,tools,labor,eqkfipment and incidentals necessary
14 to execute the work.
15 g. Surface Milling: full compensation for all i'nilling, hauling milled material to
16 salvage stockpile or disposal,tools, labor,equipment and incidentals necessary
17 to execute the work.
18 h. Butt Milling: full compensation for all milling, hauling milled material to
19 salvage stockpile or disposal,tools, labor,equipment and incidentals necessary
20 to execute the work.
21 L Pavement Pulverization: full compensation for all labor,material,equipment,
22 tools and incidentals necessary to puIverize, remove and store the pulverized
23 material,undercut the base,mixing,compaction,haul off,sweep,and dispose
24 of the undercut material.
25 j. Retnove speed cushion: full compensation for removal,hauling, disposal,
26 tools,equipment,, labor,and incidentals needed to execute the work. For utility
27 projects, this Item shall be considered subsidiary to the trench and no other
28 compensation will be allowed.
29 k. No payment for saw cutting of paverrient or curbs and gutters will be made
30 under this section. Inc]ude cost of such work in unit prices for items listed in
31 bid form requiring saw cutting.
32 1. No payment will be made for work outside maximurn payment limits indicated
33 on plans, or for pavements or structures removed for CONTRACTOR's
34 convenience.
35 1.3 REFERENCES
36 A.. ASTM International(AST ✓):
37 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
38 Soil (.king Standard Effort(12 400 fi'_1bf/ft3 (600 kN-ndm3))
39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
40 1.5 SUBMITTALS [NOT USED]
41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
44 1.9 QUALITY ASSURANCE [NOT USED]
45 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
M'Y OF FORT WORTH 2014 CIP YEAR 2-CONTRACT I,IWIT 3
STANDARD CONS'FRUCT101114 SPECIFICATION D(KIA41 AqTS 02369
Revised Decernbew 20,2012
0241 15-3
PAVING REMOVAL
Page 3 of'6
1 1.11 FIELD CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART2 - PRODUCTS
4 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
5 2.2 EQUIPMENT [NOT USED]
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 EXAMINATION [NOT USED]
10 3.2 INSTALLERS [NOT USED]
11 3.3 PREPARATION
12 A. General:
13 1. Mark paving removal limits for City approval prior to beginning removal.
14 2. Identify known utilities below grade- Stake and flag locations.
15 3.4 PAVEMENT REMOVAL
16 A. General.
17 1. Exercise caution to minimize damage to underground utilities.
18 2. Minimize amount of earth removed.
19 3. Remove paving to neatly sawed joints.
20 4. Use care to prevent fracturing adjacent, existing pavement.
21 B. Sawing
22 1. Sawing Equipment.
23 a. Power-driven.
24 b. Manufactured for the purpose of sawing pavement.
25 c. In good operating condition.
26 d. Shall not spall or fracture the pavement structure adjacent to the removal area.
27 2. Sawcut perpendicular to the surface to full pavement depth, parallel and
28 perpendicular to existing joint.
29 3. Sawcut parallel to the original sawcut in square or rectangular fashion.
30 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw
31 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that
32 joint, edge or lip.
33 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
34 neat, straight line for the purpose of removing the damaged area.
35 C. Remove Concrete Paving and Concrete Valley Gutter
36 1. Sawcut: See 3.4.13.
37 2. Remove concrete to the nearest expansion joint or vertical saw cut.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
0241 15-4
PAVING 1f89 MOVAL
Page,4 of 6
1 D. Remove Concrete Curb mid Gutter
2 1. Sawcut: See 3A.B.
3 2. Miriimum limits of removal: 30 inches in length.
4 E. Remove Asphalt Paving
5
1. Sawcut: See 3A.B.
6 2. Remove pavement without disturbing the base material.
7 3. When shown on the plans or as directed,stockpile materials designated as
8 salvageable at designated sites.
9 4. Prepare stockpile area by removing vegetation and trash and by providing for
10 proper drainage.
II F. Milling
12 L General
13 a. all surfaces to the depth shown in the plans or as directed.
14 b. Do riot damage or disfigure a(�acent work or existing surface improvements.
15 c. If milling exposes smooth underlying pavement surfaces, mill the smooth
16 surface to make rough.
17 d. Provide safe temporary transition where vehicles or pedestrians must pass over
18 the milled edges.
19 e. Remove excess material and clean milled surfaces.
20 f Stockpiling of planed material will not be periiaitted within the right of way
21 unless approved by the City.
22 g. If the existing base is brick and cannot be milled,remove a 5 foot width of the
23 existing brick base. See 3.3.G.for brick paving removal.
24 2. Milling Equipment
25 a. Power operated milling machine capable of removing, in one pass or two
26 passes,the necessary pavement thickness in a five-foot minimuni width.
27 b. Self-propelled with sufficient power,traction and stability to maintain accurate
28 depth of cut and slope.
29 c. Equipped with an integral loading and reclaiming means to immediately
30 remove niiaterial cut from the surface of the roadway and discharge the cuttings,
31 into a tTuck,all in one operation.
32 d. Equipped with means to control dust created by the cutting action.
33 e. Equipped with a manual system providing for uniformly varying the depth of
34 cut while the machine is in motion making it possible to cut fl ush to all inlets,
35 manholes, or other obstructions within the paved area.
36 f Variable Speed in order to leave the specified grid pattern.
37 g. Equipped to minimize air pollution.
38 3. Wedge Milling and Surthce Milling
39 a. Wedge all existing asphalt,concrete or brick pavernent from the lip of gutter
40 at a depth oft inches and transitioning to match the existing pavement(0-inch
41 cut)at a minimurn width of 5 feet.
42 b. Surface all existing asphalt pavement to the depth specifi ed,
43 c. Provide a milled sur6ce that provides a unifbirm surface free from gouges,
44 ridges,oil film, and other iniperfections of workmanship with a uniform
45 textured appearance.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONIRACTI,LJNIT 3
STANDARD CONSTRU0110N SPEC111CWTION toocumFm rs 02,369
Revis"I December 20,`2012
024115-5
PAVING REMOVAL
Page 5 of 6
1 d. In all situations where the existing H.M.A.C. surface contacts the curb face,the
2 wedge milling includes the removal of the existing asphalt covering the gutter
3 up to and along the face of curb.
4 e. Perform wedge or surface milling operation in a continuous manner along both
5 sides of the street or as directed.
6 4. Butt Joint Milling
7 a. Mill butt joints into the existing surface, in association with the wedge milling
8 operation.
9 b. Butt joint will provide a full width transition section and a constant depth at the
10 point where the new overlay is terminated.
11 c. Typical locations for butt joints are at all beginning and ending points of streets
12 where paving material is removed. Prior to the milling of the butt joints,
13 consult with the City for proper location and limits of these joints.
14 d. Butt Milled joints are required on both sides of all railroad tracks and concrete
15 valley gutters, bridge decks and culverts and all other items which transverse
16 the street and end the continuity of the asphalt surface.
17 e. Make each butt joint 20 feet long and milled out across the full width of the
18 street section to a tapered depth of 2 inch.
19 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
20 line adjacent to the beginning and ending points or intermediate transverse
21 items.
22 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
23 over the bump.
24 G. Remove Brick Paving
25 1. Remove masonry paving units to the limits specified in the plans or as directed by
26 the City.
27 2. Salvage existing bricks for re-use, clean, palletize, and deliver to the City Stock pile
28 yard at 3300 Yuma Street or as directed.
29 H. Pavement Pulverization
30 1. Pulverization
31 a. Pulverize the existing pavement to depth of I 1 inches. See Section 32 11 33.
32 b. Temporarily remove and store the l l-inch deep pulverized material,then cut
33 the base 3 inches.
34 c. Start 3-inch base cut at a depth of i I- inches from the existing pulverized
35 surface.
36 2. Cement Application
37 a. Use 3.5%Portland cement.
38 b. See Section 32 11 33.
39 3. Mixing: see Section 32 11 33.
40 4. Compaction: see Section 32 11 33.
41 5. Finishing: see Section 32 11 33.
42 6. Curing: see Section 32 11 33.
43 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed
44 stone/gravel:
45 a. Undercut not required
46 b. Pulverize 10 inches deep.
47 c. Remove 2-inch the total pulverized amount.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
0241 15-.6
PAVNG REMOVAL
Page 6 of 6
1 1. Remove speed cushion
2 1. Sctupe or sawcut speed cwshion from existing pavement without damaging existing
3 1 pavettient.
4 3.5 REPAIR [NOT USED]
5 3.6 REINSTALLATION [NOT USED]
6 3.7 FIELD QUALITY CONTROL [NOT USED]
7 3.8 SYSTEM STARTUP [NOT USED]
ADJUSTING [NOT USEDI
9 3.10 CLEANING [NOT USED]
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USEDI
13 3.14 ATTACHMENTS [NOT USEDI
14 END OF SECTION
15
Revision Log
DATE, NAMF_ SUMMARY OF CHANGE
12/20/2012 D.Jolmson 1.2.A modified payment requirements on utility pNicLis
16
CITY OF rORT WORTH 2014 CIP YFAR 2-00N11kAC1'J,LNTT"3
S"FANDARD CONS17RUCUON SPECIFICATION DOCUMFIN'I'S 02369
Revised December 20,2012
033000- 1
CAST-IN-PLACE cnmcnETE
Page / u/z5
| SECTION 033000
z CAST-IN-PLACE CONCRETE
3 PART1 - GENERAX.
4 1.1 SUMMARY
5 A. Section Includes:
h }. Cast-in place concrete, including formwork, reinforcement, concrete materials,
7 mixture design, p)acempntprncedurea and finishes, for the following:
8 a. Piers
y h. Footings
lO c. Slabs-on-grade
I d. Foundation walls
12 e. Retaining walls(non TxDOT)
13 [ Suspended slabs
14 g. Blocking
15 h. Cast-in-place manholes
|h i. Concrete vaults for meters and valves
17 j. Concrete encasement nf utility lines
lB R. Deviations from this City nf Fort Worth Standard Specification
19 ). None.
20 C. Related Specification Sections inoludp, but are not necessarily limited to:
21 ). DiviaionO—Bidding Requirements, Contract Forms and Conditions nf the Contract
22 2. Division l —{}enerai Requirements
23 1.2 PRICE AND PAYMENT PROCEDURES
24 A. Cast-in-Place Concrete
25 |. Measurement
26 a. This Item is considered subsidiary to the a1zudurc or Uenna being placed.
27 2. Payment
28 a. The work performed and the materials furnished in accordance with this Item
29 are subsidiary iothe structure or |icma being placed and no other compensation
30 will hcallowed.
31 1,3 REFERENCES
92 A. Definitions
33 l. CcmoniiiinuaMaicha|a
34 a. Portland cement alone nrin combination with | nr more of the following:
35 |) Blended hydraulic cement
36 2) Fly ash
37 3) [Vherpnzzo|ana
38 4) Ground granulated blast-furnace slag
CITY oF FORT WORTH zu/4c/p YEAR z'cowTxxcr/.UNIT»
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December zo,zo/z
03 30 00-2
CAST-IN-PLACE C0NCRi:"-'rE
Page 2 of 25
1 5) Silica fume
2 b. Sub,.ect to compliance with the requirements of this specification
9
3 B. Reference Standards
4 L Reference standards cited in this Specification refer to the current reference
5 standard.published at the time of the latest revision date logged at the end of this
6 Specification,unless a date is specifically cited.
7 2. American Association of State Highway and Transportation(AASK)"o):
8 a. M182, Burlap Cloth Made from Jute orKenaf.
9 3. American Concrete Institute(ACI):
10 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials
I I b. ACI 301 Specifications for Structural Concrete
12 c. ACI 305.1 Specification for Hot Weather Concreting
13 d. ACI 306.1 Standard Specification for Cold Weather Concreting
14 e. ACI 308.1 Standard Specification for Curing Concrete
15 f, ACI 318 Building Code Requirements for Structural Concrete
16 g. ACI 347 Guide to Formwork for Concrete
17 4. Aniefican Inistitute of Steel Construction(AISQ:
18 a. 303,Code of Standard Practice for Steel Buildings and Bridges.
19 5. AS"I'M International (ASTM):
20 a. A36, Standard Specification for Carbon Structural Steel.
21 b. A 153, Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel
22 Hardware.
23 c. A193, Standard Specification for Allloy-Steel and Stainless Steel Bolting
24 Materials for Ifigb-Temperature Service and Other Special Purpose
25 Applications.
26 d. A615, Standard Specification for Deforined and Plain Carbon-Steel Bars for
27 Concrele Reinforcement.
28 e., A706, Standard Specification for Low-Alloy Steel Deforined.and Plain Bars for
29 Concrete Reinforcement.
30 f, C31, Standard Practice for Making and Ctiring Concrete'rest Specilliens in the
31 Field.
32 g. C33, Standard Specification for Concrete Aggregates.
33 It. C39, Standard Test Method for Compressive Strength of Cylin(h ical Concrete
34 Specimens.
35 L C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed
36 Beams of Concrete.
37 j. C94, Standard Specification for Ready-Mixed Concrete.
38 k. C109, Standard Test Method for Compressive Strength of Hydraulic Ceniient
39 Mortars(Using 2-inch or f 50-mi linieter] Cube Specimens)
40 L C 143, Standard Test Method for Sl wnp of Hydratific-Cernent Concrete.
41 m. C 71, Standard Specification for Sheet Materials for Curing Concrete.
42 n. C150, Standard Specification for Portland Cement.
43 o. C172, Standard Practice for Sampling Freshly Mixed Concrete.,
44 p. C219, Standard Ter minology Relating to Hydraulic Cement.
45 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the
46 Pressure Method.
MY OF FORT WOK111 2014 CI.P YEAR 2-CONTRACT I,LNIT3
STANDARD CONSIRUCTION SPECIFICATION 1)(XAMENTS 02369
Reviwd Ek-cemky,20,2012
m3000-3
CAST-IN-PLACE CONCRETE
Page anc25
I r. [260, Standard Specification for Air-Entraining Admixtures for Concrete.
z s. C309, Standard Specification for Liquid Membrane-Forming Compounds for
3 Curing Concrete.
4 t. [494, Standard Specification for Chemical /\dnniziurcs for Concrete.
5 u. [6|8, Standard Specification for Coal Fly Ash and Raw or Calcined Natural
h pozzo\an for Use inConcrete.
7 v. [88|^ Standard Specification for Eposy-Fteyin-BuscBonding Systems for
8 Concrete.
9 w. [gRg. Standard Specification for Ground Granulated B|uyi-Furnucc Slag for
lO Use in Concrete and Mortars.
I x. Cl0|7, Standard Specification for Chemical Admixtures for Use inProducing
12 Flowing Concrete.
13 y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened
14 Concrete.
15 z. [|W54' Standard Test Method for Temperature ofFreshly Mixed Hydraulic-
16 Cement Concrete.
17 uu. [|240_ Standard Specification for Silica Fume Used in[cnncntibouyMixtures.
lQ bb. G||55, Standard Test Method for Determining PF Floor Flatness and FL Floor
19 Levelness Numbers.
20 cc. F436, Standard Specification for Hardened Steel Washers.
21 6. /1nncricun Welding Society (/LVVS).
22 a. D|.l, Structural VVc|dingCodc- 5tcc|.
23 b. D|A, Structural Welding Code Reinforcing Steel.
24 7. Concrete Reinforcing Steel lnyiiiutc([D8|)
25 u. Manual of Standard Practice
26 0. Texas Department ofTransportation
27 u. Standard Specification for Construction and Maintenance of Highways, Streets
28 and Bridges
29 1,4 ADMINISTRATIVE REQUIREMENTS
30 A. Work Included
31 |. Design, fabrication, erection and stripping of formwork for cuyi-in-p|uceconcrete
32 including shoring, reyhoring, tu|yework, bracing, proprietary forming systems,
33 prefabricated forms, void forms, permanent metal forms, bulkheads, keys,
34 hlockouiy, sleeves, pockets and accessories.
35 u. Erection shall include installation in formwork of items furnished by other
36 trades.
37 2. Furnish all labor and materials required to fabricate, deliver and install
38 reinforcement and embedded metal assemblies for cuyi-in-p|ucc concrete` including
39 steel bars, welded steel wire fabric, ties, supports and sleeves.
40 3. Furnish all labor and materials required io perform the following:
41 a. Cast-in-place concrete
42 b. Concrete mix designs
43 u. (}routing
CITY op FORT WORTH zo/*c|p YEAR 2-comTnAcr,'UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December zo,zo/2
03 30(X)-4
CAST-IN-PLACE CONCREJ]",
IPage 4 of 25
1.5 SUBMITTALS
2 A. Submittals shall be in accordance with Section 0133 00.
3 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
4 specials.
5 1.6 ACTION SUBMITTALS/I.N.FORMATIONAL SUBMITTALS
6 A. Product Data
7 1. Required for each type of product indicated
8 B. Desip! Mixtut-es
9 1. For each conci.vte inixture submit proposed mix designs in accordance with ACE
10 318, chapter 5.
11 2. Submit each proposed mix design with a record of past perfortnance,
12 1 Submit alternate design mixtures when characteristics of materials, Project condi-
13 tions,weather,test results or other circurnsuances warrant adjustments.
14 4. Indicate amounts of mixing water to be withheld for later addition at Prcject site.
15 a. Include this quantity on delivery ticket.
16 C. Steel Reinforcement Submittals for Inforniation
17 1. Mill test certificates of supplied concrete reinforcing,indicating physical and chem-
18 ical analysis.
19 1.7 CLOSEOUT SUBMITTALS [NOT USEDI
20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED)
21 1.9 QUALITY ASSURANCE
22 A. Manufacturer Qualifications
23 1. A firm experienced in manufacturing ready-mixed concrete products and that com-
24 plies with AST M C94 requirements for production facilities and equipment
25 2. Manufacturer certified according to NRMCA.'s "Certification of Ready Mixed
1
26 Concrete Production Facilities"
27 B. Source Limitations
28 1. Obtain each type or class of cementitious material of the same brand from the same
29 manufacturer's plant,obtain aggregate from I source and obtain admixtures throug)
30 1 source from a single manufacturer.
31 C. ACE Publications
32 1. Comply with the following unless modified by requirements in the Contract Docu•-
33 ments:
34 a. ACE 301 Sections I through 5
35 b. ACE 117
36 D. Concrete Testing Service
37 1. Engage a qualified independent testing agency to perfibryn material evaluation tests.
CITY Ok FoR'r WORTH 2014 CIP YEAR 2-CON1 RA(:TI,UNIT3
STANI)ARD CONSTRUCTION SPECIRCAUON DOCUMENT"� 02369
Revised December 20,2012
033000-5
CAST-IN-PLACE CONCRETE
Page 5 of 25
1 1.10 DELIVERY, STORAGE, AND HANDLING
2 A. Steel Reinforcement
3 1. Deliver, store, and handle steel reinforcement to prevent bending and damage.
4 2. Avoid damaging coatings on steel reinforcement.
5 B. Waterstops
6 1. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other
7 contaminants.
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2 - PRODUCTS
11 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED]
12 2.2 PRODUCT TYPES AND MATERIALS
13 A. Manufacturers
14 1. In other Part 2 articles where titles below introduce lists, the following requirements
15 apply to product selection:
16 a. Available Products: Subject to compliance with requirements, products that
17 may be incorporated into the Work include, but are not limited to, products
18 specified.
19 b. Available Manufacturers: Subject to compliance with requirements,
20 manufacturers offering products that may be incorporated into the Work
21 include,but are not limited to, manufacturers specified.
22 B. Form-Facing Materials
23 1. Rough-Formed Finished Concrete
24 a. Plywood, lumber, metal or another approved material
25 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit.
26 2. Chamfer Strips
27 a. Wood, metal, PVC or rubber strips
28 b. }/4-inch x3/4-inch, minimum
29 3. Rustication Strips
30 a. Wood, metal, PVC or rubber strips
31 b. Kerfed for ease of form removal
32 4. Form-Release Agent
33 a. Commercially formulated form-release agent that will not bond with, stain or
34 adversely affect concrete surfaces
35 b. Shall not impair subsequent treatments of concrete surfaces
36 c. For steel form-facing materials, formulate with rust inhibitor.
37 5. Form Ties
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
03 30 W-6
CAST M-PLACE CONCRJI IIF
Page 6 oF25
I a. Factory-fabricated,removable or sruip-off irietal or glass-fiber-reinforced
2 plastic form ties designed to resist lateral pressure of fresh concrete on forms
3 and to prevent spalling of concrete on renrioval.
4 b. Furnish units that will leave no corrodible metal closer than I inch to the plane
5 of exposed concrete surface.
6 c. Furnish ties that,when removed, will leave holes no larger,than I inch in
7 diameter in concrete surface,
8 d. Furnish ties with integral water-barrier plates to walls indicated to receive
9 dwripproofing or waterproofing.
10 C. Steel Reinforcement
11 1. Reinforcing Bars
12 a. ASTM A615,Grade 60,deformed
13 D. Reinforcement Accessories
14 1. Smooth Dowel Bars
15 a. ASTM A615,Grade 60,steel bars(smooth)
16 b. Cut bars true to length with ends square and free of burrs.
17 2. Bar Supports
18 a. Bolsters,chairs, spacers and other devices for spacing, supporting and Fastening
19 reint-orcing bars and welded wire reinforcement in place
20 b. Manufacture bar supports from steel wire,plastic or precast concrete according
21 to CRSI's "Manwil of Standard Practice," of gTeater compressive strength than
22 concrete and as rollows:
23 1) For concrete surlaces exposed to view where legs of wire bar supports
24 contact forms, use CRSI Class I plastic-protected steel wire or CRSI
25 Class 2 stainless-steel bar supports.
26 2) For slabs-on-grade, provide sand plates,horizontal runners or precast
27 concrete blocks on bottom where base material will not support chair legs
28 or where vapor barrier has been specified,
29 E. Embedded Metal Assemblies
30 L Steel Shapes and Plates:AST A36
31 2. Headed Studs: Heads welded by full-fusion process,as furnished by TRW Nelson
32 Stud Welding Division or approved equal
33 F. Expansion Anchors
34 L Available Products
35 a. Wei-it Bolt, WeJ_it Corporation,Tulsa,Oklahoma
36 b. KwiI(Bolt 11, Hilti Fastening Systems, 'I"u1sa,Oklahoma
37 c. 71"nibolt,Ramiset Fastening Systeras,Paris,Kentucky
38 G. Adhesive Anchors and Dowels
39 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system
40 into hardened concrete or grou,t-filled masonry.
41 a. The adhesive system shall use a 2-corniponent adhesive mix and shall be
42 injected with a static rnixing nozzle ft)II11owing manufacturer's instructions,
CITY OF FORT WORTH 2014 CtP YEAR 2-CONIRM TI,UNfr 3
STANII..)ARD CONSTRUC]ION SPECIFICA]ION DOCTIMUNTS 02369
Revised December 20,2012
03 3000-7
CAST-IN-PLACE CONCRETE
Page 7v/z5
l b. The embedment depth of the rod shall provide a minimum allowable bond
2 strength that iaequal 1n the allowable yield capacity of the rod, unless otherwise
3 specified.
4 2. Available Products
5 u. Ril1i HIT 8y 150 Max
6 b. Simpson Acrylic-Tie
7 c. Powers Fasteners &C |00+Gold
8 3. Threaded Rods: AS7M &|g3
9 a. Nuts: A3T84 A563 hex carbon steel
|O b. Washers: 8ST84F4]b hardened carbon steel
I c. Finish: Hot-dip zinc coating, /\5TM A153, [|aoa C
12 H. lnaena
13 7. Provide metal inserts required for anchorage ofmaterials or equipment to concrete
14 construction where not supplied by other trades:
15 a. In vertical concrete surfaces for transfer of direct shear loads only, provide
16 adjustable wedge inserts of malleable cast iron complete with bolts, nuts and
17 washers.
18 >) Provide 1/4-inch bolt size, unless otherwise indicated.
19 b. In horizontal concrete surfaces and whenever inserts are subject iotension
20 forces, provide threaded inserts of malleable cast iron furnished with full depth
2| bolts.
22 l) Provide 3/4-inch bolt size, unless otherwise indicated.
23 l. Concrete Materials
24 l. Ccnncniitiouy84a1criu|
25 u. Use the following cenucniihouamaterials, of the same type, brand, and source,
26 throughout Project:
27 l) Portland Cement
28 u) /\S784 [l50, Type D|l, gray
29 b) Supplement with the following:
30 (|) Fly Ash
31 (u) &5T84 C61 8, Class CorF
32 (2) Ground Granulated Blast-Furnace Slag
33 (m) /\5784Cg8g` Grade l00orl20.
34 2) Silica Fume
35 a) A5T84C|240, amorphous silica
36 3) Normal-Weight Aggregates
37 u) &STMC33, Class 3S coarse aggregate or better, graded
38 b) Provide aggregates from aaingle source.
99 4) Maximum Coarse-Aggregate Size
40 a) 3/4-inch nominal
41 5) Fine Aggregate
42 m) Free of materials with deleterious reactivity to alkali in cement
43 b) Water
44 m) AS7&4 Cg4 and potable
45 J. Admixtures
CITY or FORT WORTH 2o/oc/n YEAR z'comrn^cr|,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ozs^n
Revised December zo.zo/z
033000-8
CAST-IN-PLACIE CONCRE rU
Pap 8 of 25
1 1. Air-Enb,uiriing Admixture
2 a. AS]"'M 0260
3 2. Chemical Admixtures
4 a. Provide admixtures certified by manufacturer to be compatible with other ad-
5 mixtures and that will not contribUtC water-soluble chloride ions exceeding
6 those pennitted in hardened concrete.
7 b. Do not use calcium chloride or admixtures containing calcium chloride.,
8 c. Water-Reducing Admixture
9 1) ASTM C494,Type A
10 d. Retarding Admixture
11 1) ASTM 0494,Type B
12 e. Water-Reducing and Retarding Admixture
13 1) ASTM 0;494,Type D
14 � 1-ligh-Range, Water-Reducing Admixture
15 1) ASTM 0°4914,Type F
16 g. Hig
.)i-Range, Water-Reducing and Retarding Admixture
17 1) AS'Y'M C494,Type G
18 L Plasticizing and Retarding Admixture
19 1 A ST M C 10 1 7,Type 11
20 K. Waterstops
21 1. Self-Expanding Butyl Strip Waterstops
22 a. Manufactured rectangular or trapezoidal strip,butyl rubber with soditun.
23 bentonite or other hydrophilic polymers, for adhesive bonding to concrete,
24 inch x 1-inch.
25 b. Available Products
26 1) Colloid Environmental Technologies Company; Volclay 'Naterstop-RUX
27 2) Concrete Sealants.Inc.,Conseal CS-231
28 3) Greenstmak; Swellstop
29 4) Ifemy Coinpany, Sealants Division;hydro-flex
30 5) JP Specialties,Inc.;Earthshield'Type 20
31 6) Progress Unlimited,Inc.; Superstop
32 7) '1'C Mira Mirastop
33 L. Curing Materials
34 1. Absorptive Cover
35 as AASHTO M 182,Class 2, burlap cloth made from jute or kenaf, weighing
36 approximately 9 ounces/square yard when dry
37 2. Moisture-Retaining Cover
38 a. As'rm C171,polyethylene film or white burlap-polyethylene sheet
39 3. Water
40 a. Potable
41 4. Clear, Waterbome,Membrane-Forming Curing Comlv. und
42 a. AST M C309,Type 1, Class B,dissipating
43 b. Available Products
44 1) Anti-Hydro International,Inc.;AH Curing("'ornpound#2 DR WB
45 2) Burke by Edoco;Aqua Resin Cure
46 3) Chem.Masters; Safe-Cure Clear
MY OF FORT WO1UH 2014 CIS"YEAR 2-CONIRACTI,I.RQT 3
'C
S'a'ANI.)AltDCONSTRtJC"I'IONSIII:"� IFICATIONE)OCUMENI'S 02369
Rewised Decentwx 20,20�2
033000-9
CAST-IN-PLACE CONCRETE
Page 9 of 25
1 4) Conspec Marketing& Manufacturing Co., Inc., a Dayton Superior
2 Company; W.B. Resin Cure
3 5) Dayton Superior Corporation; Day Chem Rez Cure (J-1 I-W)
4 6) Euclid Chemical Company (The); Kurez DR VOX
5 7) Kaufman Products, Inc.; Thinfilm 420
6 8) Lambert Corporation; Aqua Kure-Clear
7 9) L&M Construction Chemicals, Inc.; L&M Cure R
8 10) Meadows, W. R., Inc.; 1 100 Clear
9 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E
10 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure
11 13) Tamms Industries, Inc.; Horncure WB 30
12 14) Unitex; Hydra Cure 309
13 15) US Mix Products Company; US Spec Maxcure Resin Clear
14 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100
15 M. Related Materials
16 1. Bonding Agent
17 a. ASTM C1059, Type 11, non-redispersible, acrylic emulsion or styrene
18 butadiene
19 2. Epoxy Bonding Adhesive
20 a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding
21 to damp surfaces, of class suitable for application temperature and of grade to
22 suit requirements, and as follows:
23 1) Types 1 and I1, non-load bearing
24 2) IV and V, load bearing, for bonding
25 3) Hardened or freshly mixed concrete to hardened concrete
26 3. Reglets
27 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet
28 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete
29 or debris.
30 4. Sleeves and Blockouts
31 a. Formed with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber
32 tubes or wood
33 5. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages
34 a. Sized as required
35 b. Shall be of strength and character to maintain formwork in place while placing
36 concrete
37 N. Repair Materials
38 1. Repair Underlayment
39 a. Cement-based, polymer-modified, self-leveling product that can be applied in
40 thicknesses of 1/8 inch or greater
41 l) Do not feather.
42 b. Cement Binder
43 l) ASTM C150, portland cement or hydraulic or blended hydraulic cement as
44 defined in ASTM C219
45 c. Primer
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT I.UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
033000-.10
CASI w IN-PLACE'CONCRETE
Page 10 of 25
1) Product of underlayffient niaiiijif'acturerr,ecominerlided for substrate, condi.-
2 tions,and application
3 d. Aggregate
4 1) Well-graded,washed gravel, 1/8 to 1/4 inch or coarse sand as
5 recommended by underlayment manufacturer
6 e. Compressive Strength
7 1) Not less than 4100 psi at 28 days when tested according to
8 ASTM C109/CI09M
9 2. Repair Overlayment
to a. Cement-based,polymer-modified,self-leveling product that can be applied in
11 thicknesses of 1/8 inch or greater
12 1) Do not feather.
13 b. (:.ement Binder
14 1) ASTM 0150,portland cement or hydraulic or blended hydraulic cement as
15 defined in ASTM C219
16 c. Primer
17 1) Product of topping rnanufacturer recorrunesided for substrate,conditions,
18 and application
19 d. Aggregate
20 1) Welll-graded, wmhed gravel, 1/8 to 1/4 inch or coarse sand as recommend-
21 ed by topping ilianufacturei,
22 e. Compressive Strength
23 1) Not less than 5000 psi at 28 days when tested according to ASTMI C109
24 0. Concrete Mixtures,General
25 1. Prepare design mixtures for each type and strength,of cuncrete,proportioned on the
26 basis of laboratory trial mixture or field test data,or both, according to ACI 301.
27 as Required average strength above specified strengt
28 1) Based on a record of past perkm-nance
29 a) Determination of required average strength above specified strength
30 shall be based on the standard deviation record of the results of at least
31 30 consecutive strength tests in accordance with ACI.318,Chapter 5.3
32 by the larger amount defined, by formulas 5-1. and 5 1.
33 2) Based on laboratory trial mixtures
34 a) Proportions shall be selected on the basis of laboratory trial batches
35 prepared in accordance with ACI 318,Chapter 5.3.3.2 to produce an
36 average strength gyeater,than the specified strength fc by the amount
37 defined in table 5.3.2.2,,
38 3) Proportions of ingi.edients For concrete mixes shall be determined by an in-
39 dependent testing laboratory or qualifled concrete supplier.
40 4) For each proposed mixture,,at least 3 compressive test cylinders shall be
41 made and tested for strength at the specified age.
42 a) Additional cylinders may be made for testing for information at earlier
43 apes.
44 2. Cenientitious Materials
45 as Limit percentage,by weigjit,of cementitious materials other than portland ce-
46 ment in concrete as fCjjloWrS, unless specified otherwise:
47 1) Fly Ash: 25 percent
CITY OF FORT WORTH 2014 CIP YEAR 2-CWI7[LACT 1,UNTT 3
STANDARD C(ASTR UCTION SPECIFICATION D00,MENTIS 02369
Revised.N.=mber 20,.2012.
03 3000- n
CAST-IN-PLACE CONCRETE
Page I/ of25
i D Combined Fly Ash and Pozzoan: 25 percent
2 3) Ground Granulated Blast-Furnace B|uQ: 50 percent
3 4> Combined Fly Ash orPozzo|an and Ground Granulated Blast-Furnace
4 Slag: 50 percent
5 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per-
6 cent
7 8> SilicaFunne: 10percent
8 7> Combined Fly Ash, Pozzo)anm, and Silica Fume: 35 percent with fly ash or
q pozzo|ansnot exceeding 25 percent and silica fume not exceeding |0per-
lO cent
|| 8> Combined Fly Ash orPozzo|anm, Ground Granulated Blast-Furnace Slag,
12 and Silica Fume: 5O percent with fly ash orpozzo|anmnot exceeding 25
13 percent and silica fume not exceeding |0percent
14 3. Linniiwaier-yo|ub|e, chloride-ion content in hardened concrete to:
15 a. 0.30 percent by weight of cement if concrete will have noexposure to chlorides
16 (typical)
17 h. O.|5 percent bv weight if concrete will be exposed tochlorides
18 o. |.O percent by weight if concrete will have noexposure to chlorides and will be
|V continually dry and protected.
20 4. Admixtures
21 a. Use admixtures according to manufacturer's written instructions.
22 b. Do not use admixtures which have not been incorporated and tested in accepted
23 mixes.
24 c. Use water-reducing high-range water-reducing or plasticizing admixture in
25 concrete, as required, for placement and workability.
26 d. Use water-reducing and retarding admixture when required by high
27 temperatures, |ovv humidity or other adverse placement conditions.
28 e. Use water-reducing admixture in pumped concrete, concrete for heavy-use
29 induothal stabs and parking structure slabs, concrete required to be watertight,
30 and concrete with owa1er-oementitiouo materials ratio below 0.50.
31 f. Use commmion-inhi biting admixture in concrete mixtures where indicated.
32 P. Concrete Mixtures
33 l. Refer to TxDOT"Standard Specifications for Construction and Maintenance of
34 Highways, Streets, and Bridges" for:
35 a. Culverts
36 b. Headwalls
37 c. Wingwa||o
38 2. Proportion normal-weight concrete mixture aofollows:
39 u. Minimum Compressive Strength: 3,000 psi at 28 days
40 b. Maximum Water-Ccnnendtiouo Materials Ratio: 0.50
41 c. Slump Limit: 5 inches or0 inches for concrete with verified slump of2io4
42 inches before adding high-range water-reducing admixture or plasticizing
43 admixture, plus orminus | inch
44 d. Air Content: 8 percent, plus orminus l.5 percent ai point of delivery for 3/4-
45 inch nominal maximum aggregate size
46 Q. Fabricating Reinforcement
CITY pp FORT WORTH co'4or YEAR 2-cowTnxcr/.UNIT»
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS oz»+n
Revised December zo,zo/z
033000-12
CAST-IN-KACE CONCREIT'
Page 12 of 25
1 1. Fabricate steel reinforcementaccordingto CRSI's "Manual of Standard Practice."
2 R. Fabrication of Embedded Metal Assemblies
3 1. Fabricate metal assemblies in the shop.Holes shall be made by drilling or
4 punching. Holes shall not be made by or enlarged by buniing. Welding shall be in
5 accordance with. AS 131.1.
6 2. Metal assemblies exposed to ear* weather or moisture shall be hot dip galvanized,.
7 All other metal assemblies shall be either hot dip galvanized or painted with an
8 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound
9 installed in accordance with the manufacturer's instructions.Repair painted
10 assemblies after welding with same type of paint.
11 S. Concrete Mixing
12 1. Ready-Mixed Concrete: Measure,batch,mix, and deliver concrete according to
13 As,rm C94, and furnish batch ticket information.
14 a. When air temperattire is between 85 and 90 degrees Fahrenheit,reduce inixing
15 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is
16 above 90 degrees Fahrenheit,reduce inixing and delivery time to 60 minutes.
17 2. ProJect-Site Mixing: Measure,batch,and mix concrete materials and concrete
18 according to ASTM C941(.,941f . Mix concrete materials in appropriate druni-type
19 batch niachine mixer.
20 a. For mixer capacity of I cubic yard or smaller',continue inixing at least 1-1/2
21 ininutes, but not more than 5 minutes after ingredients are in mixer, before any
22 part of batch is released.
23 b. For mixer capacity larger than I cubic yard, increase mixing time by 15
24 seconds for each additional I cubic yard.
25 c. Provide batch ticket for each batch discharged and used in the Work, indicating
26 Project identiflcation name and number,date,mixture type,mixture time,
27 quantity,and amount of water added. Record,approximate location of final
28 deposit in structure.
29 2.3 ACCESSORIES [NOT USED]
30 2.4 SOURCE QUALITY CONTROL [NOTLISED]
31 PART 3® EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 3.2 EXAMINATION [NOT USED]
34 3.3 PREPARATION [NOT USED]
35 3.4 INSTALLATION
36 A. Forrn work.
37 1. Design, erect,shore,brace,and maintain f6rinwork,according to ACI 301,to
38 support vertical, lateral, static, and dynamic loads, and construction loads that might
39 be applied, until structure can support such loads.
CITY OF FORT WORTH 2014 CIP YEAR 2--(70NT1LAC'1' 1,UNIT 3
STANDARD(7ONSTRUCTION SPIKIFICA1.71ON DOCUMEWS 02369
Revised December 20,2012
mm00'o
CAST-IN-PLACE CONCRETE
Page/3"rzx
l 2. Construct formwork sn concrete members and structures are ofsize, shape,
2 alignment, elevation, and position indicated, within tolerance limits of ACI 117.
3 u. Vertical alignment
4 \) Lines, surfaces and arises less than (0O feet in height- 7 inch.
j 2> Outside corner ofexposed corner columns and cnnbm(joints in concrete
6 exposed to view less than l00 feet in height 1/2 inch.
7 3) Linea, surfaces and arises greater than 100 feet in height- 1/1000 times the
8 height but not more than 6inches.
P 4) Outside comer of exposed corner columns and control 'nio1s in concrete
70 exposed to view greater than 100 feet in height - 1/2000 times the height
I but not more than 3inches.
12 b. Lateral alignment
13 \) Members - ) inch.
14 2) Centerline of openings |2 inches nr smaller and edge location nflarger
15 npeningsinu|uhy- 1/2 inch.
16 3) 3m*cuta,joints, and weakened plane ernbudmentsin slabs - ]/4inch.
17 c. Level alignment
18 \) Elevation nfaluba-on-grade- 3/4inch.
19 2) Elevation nf top surfaces of formed slabs before removal nf shores- ]/4
20 inch.
21 3) Elevation nfformed surfaces before removal of shores -3/4 inch.
22 d. Cross-sectional dimensions: Overall dimensions nfbeams,joists, and columns
23 and thickness nf walls and slabs.
24 |) 12 inch dimension orless plus 1/2 inch to minus 1/4 inch.
25 2) Greater than l2 inch tn] foot dimension-plus \/2 inch tn minus 3/0inch.
26 3) Greater than 3 foot dimension -plus \ inch 1n minus 3/4inch.
27 e. Relative alignment
28 |) Stairs
29 a) Difference in height between adjacent risers - l/Q inch.
30 b) Difference in width between adjacent treads- l/4inch.
37 c) Maximum difference in height between risers inu flight of stairs - 3/0
32 inch.
33 d) Maximum difference in width between treads ina flight of stairs - 9/0
34 inch.
35 2) Grooves
36 u) Specified width inchesnr|eys- \/0 inch.
37 b) Specified width between 2 inches and l2 inches- l/4inch.
38 3\ Vertical alignment of outside comer of exposed comer columns and control
39 joint grooves inonnorutccspouedtnview- 1/4 inch in 10 feet.
40 4) All other conditions - 3/0 inch in 10 feet.
41 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual,
42 as follows:
43 u. Class B, l/4 inch for smooth-formed finished surfaces.
44 b. Class C, 1/2 inch for rough-formed finished surfaces.
45 4. Construct forms tight enough tn prevent loss nf concrete mortar.
CITY or FORT WORTH zu/4c/p YEAR z-cowrmAcr/'UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS nz»oy
Revised December 2n,zn/2
03 3(1(.X)-14
(,,',AS F-IN-PLACE CONCRETE,
Page 14 of 25
1 5. Fabricate forms for easy removal widiout hammering or prying against concrete
2 surfaces, Provide crush or wrecking plates where stripping may damage cast
3 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5
4 hori7ontal to I vertical.
5 as Install keyways,reglets,recesses,and the like,for easy removal.
6 b. Do not use rust-stained steel form-lacing material.
7 6. Set edge forms,bulkheads,and intermediate screed strips for slabs to achieve
8 required elevations and slopes in finished concrete surfaces. Provide and secure
9 units to support,screed strips; use strike off"ternplates or compacting-type screeds.
10 7. Construct formwork to cambers shown or specified on the Drawings to allow for
I I structural deflection of the hardened concrete. Provide additional elevation or
12 camber in formwork as required for antriCipated formwork deflections due to weight
13 and pressures of concrete and construction loads.
14 8. Foundation Elements: Form the sides of all below grade portions of beams,pier
15 caps,walls,and columns straight and to the lines and grades specified. Do no earth
16 form foundation elements unless specifically indicated on the Drawings.
17 9. Provide temporary openings for cleanouts and inspection ports where interior area
18 of formwork-is inaccessible, Close openings with panels tightly fitted to forms and
19 securely,braced to prevent loss of concrete mortar. Locate temporary openings in
20 forms at inconspicuous locations.
21 10. Charnfer exterior comers and edges of permanently exposed concrete.
22 11. Form openings,,chases,offiets, sinkages,keyways,reglets,blocking, screeds, and
23 bulkheads required in the Work. Detennine sizes and locations from trades
24 providing such items.
25 12. Clean forms and adjacent surfaces to receive concrete. Remove chips,wood,
26 sawdust,dirt,and other debris, '°t before placing concrete..
27 13. Retighten forms and bracing before placing concrete,as required,to prevent mortar
28 leaks and maintain proper aligrinient.
29 14. Coat contact surfaces of forms with form-release agent,according to manufacturer's
30 written instructions, before placing reinforcement,anchoring devices, and
31 embedded items.
32 a. Do not apply form release agent where concrete surfaces are scheduled to
33 receive subsequent finishes which may be affiected by agent. Soak contact
34 surfaces of untreated forms with clean water. Keep surfaces wet prior to
35 placing concrete.
36 B. Embedded Items
37 1. Place and secure anchorage devices and other embedded items required for
38 acljoining work that is attached to or suppoiled by cast-in-place concrete. Use
39 setting drawings,ternplates,diagrams, instructions,and directions famished with
40 items to be embedded.
41 a. Install anchor rods,acem-ately located,to elevations required and complying
42 with tolerances in AIS ✓303, Section 7.5.
43 1) Spacing within a bolt group: 1/8 inch
44 2) Location of bolt group(center): Y2,inch
45 3) Rotation of bolt group: 5 degrees
crry OF FORT WORTH 2014 OP YEAR 2-CONTRACTI,UNn'3
STANDARD C'ONSTRJJ(",frJ()N SPECIFICKTION EXXINENTS 02369
Revised Decanber 20,2012
03 3000- n
CAST-IN-PLACE CONCRETE
Pau /5vrzr
| 4) Angle off vertical: 5dcgrees
z 5) Bolt projection: ± S/8inch
3 h. lnstal| reglets to receive waterproofing and Wreceive through-wall flashingsin
4 outer face of concrete frame o1 exterior walls, where flashing is shown at lintels,
5 shelf angles, and other conditions.
6 C. Removing and Reusing Forms
7 |. Do not huckD|| prior to concrete attaining 70 percent of its 28-duydesign
U uonnprcmuivc strength.
p 2. General: Formwork for sides of beams, walls, columns, and similar parts ofthe
)O Work that does not support weight of concrete may be removed after cumulatively
|l curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if
12 concrete is hard enough to not be damaged by form-removal operations and curing
13 and protection operations are maintained.
14 u. Leave formwork for beam soffits,joists, slabs, and other structural elements
15 that supports weight of concrete in place until concrete has achieved at least 70
16 percent of its 28-duy design compressive strength.
17 h. Do not remove formwork supporting conventionally reinforced concrete until
18 concrete has attained 70 percent of its specified 28 day compressive strength as
19 established hy tests of field cured cylinders. [n the absence of cylinder tests,
20 supporting formwork shall remain in p|uuc until the concrete has cured utu
21 temperature of at |cumt 50 degrees Fahrenheit for the nniniouunn cumulative time
22 periods given in /\C[ 347, Section 3.7.2.3. Add the period of time when the
23 surrounding air temperature iy below 50 degrees Fahrenheit, io the minimum
24 listed time period. Formwork for 2-wuy conventionally reinforced slabs shall
25 remain in place for ai least the minimum cumulative time periods specified for
26 |-wuyduhmofibcaumeouusimumopun.
27 u. Immediately rcmhore2-vvuyconventionally reinforced slabs after formwork
28 removal. Rcmhorcs shall remain until the concrete has attained the specified 28
29 day compressive strength.
30 d. Minimum cumulative curing times may bc reduced hv the use ofhigh-early
31 strength cement orforming systems which allow form removal without
32 disturbing shores, but only after the Contractor has demonstrated iothe
33 satisfaction of the Engineer that the early removal of forms will not cause
34 excessive mug` distortion or damage io the concrete c|cnncnim.
35 c. Completely remove wood forms. Provide temporary openings if required.
36 f. Provide adequate methods of curing and thermal protection of exposed concrete
37 if forms are removed prior io completion uf specified curing time.
38 g. Reshore areas required to support construction loads in excess of 20 pounds per
39 square foot to properly distribute construction loading. Construction loads up
40 to the rated live load capacity may be placed on unshored construction provided
41 the concrete has attained the mpeuificd28 day compressive strength.
42 b. Obtaining concrete compressive strength tests for the purposes of form rcnoovu|
43 im the responsibility of the Contractor.
44 i. Remove 6onns only if shores have been arranged io permit removal offorms
45 without loosening or disturbing shores.
CITY or FORT WORTH zo/4c/p YEAR z'comrnxcr/ UNIT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December zo'2012
03 30 00-16
CAST-IN PLACE CONCRETE
Page 16 of 25
3. Clean and repair surfaces of forms to be reused in the Work. Split,frayed,
2 dela-minated,or otherwise daniaged form-facing material will not be acceptable for
3 exposed surfaces. Apply new form-release agent.
4 4. When forms are reused, clean surfaces,remove fins and laitance,and tighten to
5 close joints. Align and secure joints to avoid offsets. Do not use patched forms for
1
6 exposed concrete surfaces unless approved by IIE"ngineer.
7 D. Shores and Reshores
8 1. The Contractor is solely responsible for proper shoring and reshoring.
9 2. Comply with ACI 318 and ACI 301 for design,installation,and removal of shoring
10 and reshoring.
11 as Do not remove shoring or reshoring until measurement of slab tolerances is
12 complete.
13 3. Plan sequence of removal of shores and reshore to avoid damage to concrete.
14 Locate and provide adequate reshoring to support construction without excessive
15 stress or deflection.
16 E. Steel Reinforcement
17 1. General: Comply with CR.Sl's"Manual of Standard Practice" for placing
18 reinforcement.
19 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder
20 before placing concrete.
21 2. Clean reinforcement of loose nest and mill scale,earth,ice,and other foreign
22 materials that would reduce bond to concrete,,
23 3. Accurately-position, support,and secure reinforcement against displacement.
24 Locate and support,reinforcement with bar supix)rts to maintain minirnum concrete
25 cover. Do not tack weld crossing reinforcing bars.
26 a. Weld reiriforcing bars according to AWS DIA,where indicated. Only steel
27 conforming to As'rM A706 may be welded,
28 4. Installation tolerances
29 a. Top and bottom bars in slabs,girders,beams and joists:
30 1) Members 8 inches deep or less.±3/8 inch
31 2) Members more than 8 inches deep.,±1/2 inch
32 b. 0-Hacrete Cover to Formed or Finished Surfaces:-13/8 inches for members 8
33 inches deep or less;±1/2 inches for members over 8 inches deep,except that
34 tolerance for cover shall not exceed 1/3 of the specified cover.
35 5. Concrete Cover
36 a. Reinforcing in structural elements deposited against the ground.- 3 inches
37 b. Reinforcing in fi-m-ned bearns,columns and girders,: 1-1/2 inches
38 c. Grade beams and exterior face of fon-ned walls and colunins exposed to
39 weather or in contact with the ground:2 inches
40 d. Interior faces of walls: I inches
41 e. Slabs: 3/4 inches
42 6. Splices: Provide standard reinforcement splices by lapping and tying ends.Comply
43 with ACI 318 for minirnurn lap of spliced bars where not specified on the
44 documents. Do not lap splice no. 14 and 18 bars.
C11T OF FORT WORTH 2.014 CIP YEAR 2--CON11-RACT 1,UNIT 3
srANDARD C.ONS"i L➢7170N SPECHICATION WCUMENTS 02369
ReviseJ Decemba-20,2012
m30wn
CAST-IN-PLACE CONCRETE
puar /7 ors
| 7. Field Welding of Embedded Metal Assemblies
2 u. Remove all paint and galvanizing in areas 1oreceive field welds.
3 h. Field Prepare all areas where paint or galvanizing has been removed with the
4 specified paint or cold galvanizing compound, respectively.
5 F. Joints
6 l. General: Cons1ruc1joints true 10 line with faces perpendicular to surface plane of
7 concrete,
8 2. Construction Joints: Install so strength and appearance of concrete are not
9 impaired, ut locations indicated or as approved by Engineer.
10 u. P|uccjoints perpendicular to main reinforcement. Continue reinforcement
|| across construction joints, unless otherwise indicated. Do not continue
12 reinforcement through sides of strip placements of floors and slabs.
13 h. Form keyed joints as indicated. Embed keys uileast 1-1/2 inches into concrete.
14 c. Locate jointsfbrhcunns, slabs,joists, and girders in the middle third ofspans.
15 Offset joints in girders a minimum distance of twice the beam width from u
16 beam-girder intersection.
17 d. Locate horizontal joints in walls and columns ui underside offloors, slabs,
18 beams, and girders and ai the top of footings or floor slabs.
|y e. Space vertical joints in walls usindicated. Locate joints beside piers integral
20 with walls, near corners, and in concealed locations where possible.
21 [ Use a bonding agent ut locations where fresh concrete is placed against
22 hardened or partially hardened concrete surfaces.
23 3. Doweled Joints: Install dowel bars and support assemblies at joints where
24 indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete
25 bonding 1ol side ofjoint.
26 G. VVatcratopa
27 l. F|ezih|c VVuterstops: Ina1u|| in construction joints and uiotherjoinis indicated to
28 form u continuous diaphragm. Install in longest lengths practicable. Support and
29 protect exposed wuterstops during progress of the Work. Field fabricate joints in
30 vvaterstopa according to manufacturer's written instructions.
31 2. Self-Expanding Strip VVuierstops: Install in construction joints and o1other
32 locations indicated, according to manufacturer's written instructions, adhesive
33 bonding, mechanically fastening, and firmly pressing into place. Install in longest
34 lengths practicable.
35 H. Adhesive Anchors
36 l. Comply with the manufacturer's installation instructions on the hole diameter and
37 depth required to fully develop the tensile strength of the adhesive anchor or
38 reinforcing bar.
39 2. Properly clean out the hole utilizing u wire brush and compressed air 1oremove all
40 loose material from the hole, prior to installing adhesive material.
41 I. Concrete Placement
42 l. Before placing concrete, verify that installation of formwork, reinforcement, and
43 embedded items is complete and that required inspections have been performed.
CITY op FORT WORTH 2o/*c/r YEAR z'cowrnACr/'UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS oz/m
Revised December zo,zn/z
033000-18
CAS['-IN PLACE CONCRE11,
Page 18 of 25
1 2. Do not add water to concrete during delivery,at Pri:j ect site, or during placement
2 unless approved by Engineer.
3 3. Before test sampling and placing concrete,water may be added at Project site,
4 subject to limitations of ACI 301.
5 a. Do not add water to concrete after adding high-range water-reducing
6 admixtures to mixture.
7 b. Do not exceed the maximum specified water/cement ratio for the mix.
8 4. Deposit concrete continuously in I layer or in horizontal layers of such thickness
9 that no new concrete will be placed on concrete that has hardened enough to cause
10 seams or planes of weakness. If a section cannot be placed continuously,provide
11 cons tructionjoints as indicated. Deposit concrete to avoid segregation.
12 a. Deposit concrete in horizontal layer-,of depth to not exceed formwork, design
13 pressures, 15 feet maximum and in a manner to avoid inclined construction
14 joints.
15 b. Consolidate placed concrete with i,nechanical vibrating equipment according to
16 ACI 301.
17 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw
18 vibrators vertically at uniformly spaced locations to rapidly penetrate placed
19 layer and at least 6 inches into preceding layer. Do not insert vibrators into
20 lower layers of concrete that have begun to lose plasticity. At each insertion,
21 limit duration of vibration to time necessary to consolidate concrete and
22 complete embedment of reinforcement and other embedded items without
23 causing mixture constituents to segregate,
24 d. Do not permit concrete to drop freely any distance greater than 10 feet for
25 concrete containing a high range water reducing admixture(supelplasticizer)or
26 5 feet for other concrete. Provide chute or tremie to place concrete where longer
27 drops are necessary. Do not place concrete into excavations with standing
28 water.If place of deposit cannot be pumped dry,pour concrete through a trernie
29 with its outlet near the bottom of the place of deposit.
30 e. Discard pump priming gout and do not use in the structure.
31 5. Deposit and consolidate concrete for floors and slabs in a continuous operation,
32 within limits of construction joints,until placement of a panel or section is
33 complete.
34 as Consolidate concrete during placement operations so concrete is thorougilly
35 Worked around reinforcement and other embedded items and into comers.
36 b. Maintain reinforcement in position on chairs during concrete placement.
37 c. Screed slab surfaces with a straightedge and strike off to correct elevations,,
38 d. Slope surfaces uniformly to drains where required.
39 e. Begin initial floating using bull floats or darbies to form a uniform and open-
40 textured surface plane,before excess bleedwater appears on the surface, Do not
41 further disturb slab surfaces before starting finishing operations.
42 6. Cold-Weatlier Placement: Comply with ACI 306.1 and as follows. Protect
43 concrete work from physical damage or reduced strength that could be caused by
44 frost,freezing actions,or low terriperatures,
45 a® When average high and low temperature is expected to fall below 40
46 degrees Fahrenheit for 3 successive days,maintain delivered concrete mixture
47 temperature within the temperature range required by ACI 301.
CRTY OF FORT WORTH 2014 CIP YEAR 2(.X,)NTRACT 1,UNIT 3
STANDARD CONSIRUCTION SPECIF KCATION DOCUM0,Ff'S 02,369
Revised Decem ber 20,20 12
03 30 00-19
CAST-IN-PLACE CONCRETE
Page 19 of 25
I b. Do not use frozen materials or materials containing ice or snow. Do not place
2 concrete on frozen subgrade or on subgrade containing frozen materials.
3 c. Do not use calcium chloride, salt, or other materials containing antifreeze
4 agents or chemical accelerators unless otherwise specified and approved in
5 mixture designs.
6 7. Hot-Weather Placement: Comply with ACI 305.1 and as follows:
7 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of
8 placement. Chilled mixing water or chopped ice may be used to control
9 temperature, provided water equivalent of ice is calculated to total amount of
10 mixing water. Using liquid nitrogen to cool concrete is Contractor's option.
11 b. Fog-spray forms, steel reinforcement, and subgrade just before placing
12 concrete. Keep subgrade uniformly moist without standing water, soft spots,or
13 dry areas.
14 J. Finishing Formed Surfaces
15 1. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material
16 with tie holes and defects repaired and patched. Remove fins and other projections
17 that exceed specified limits on formed-surface irregularities.
18 a. Apply to concrete surfaces not exposed to public view.
19 2. Related Unformed Surfaces: At tops of walls,horizontal offsets, and similar
20 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a
21 texture matching adjacent formed surfaces. Continue final surface treatment of
22 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise
23 indicated.
24 K. Miscellaneous Concrete Items
25 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise
26 indicated, after work of other trades is in place. Mix, place, and cure concrete, as
27 specified,to blend with in-place construction. Provide other miscellaneous
28 concrete filling indicated or required to complete the Work.
29 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while
30 concrete is still green and by steel-troweling surfaces to a hard, dense finish with
31 corners, intersections, and terminations slightly rounded.
32 3. Equipment Bases and Foundations: Provide machine and equipment bases and
33 foundations as shown on Drawings. Set anchor bolts for machines and equipment
34 at correct elevations, complying with diagrams or templates from manufacturer
35 furnishing machines and equipment.
36 a. Housekeeping pads:Normal weight concrete (3000 psi), reinforced with
37 #3 @16 inches on center set at middepth of pad. Trowel concrete to a dense,
38 smooth finish. Set anchor bolts for securing mechanical or electrical equipment
39 during pouring of concrete fill.
40 4. Protective slabs("Mud slabs"):Normal weight concrete(2500 psi minimum) with a
41 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish.
42 L. Concrete Protecting and Curing
43 1. General: Protect freshly placed concrete from premature drying and excessive cold
44 or hot temperatures. Comply with ACI 306.1 for cold-weather protection and
45 ACI 305.1 for hot-weather protection during curing.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
033000-20
CAS']".-IN-PI ACE(J)NCRE'rE
Page 20 of 25
1 2. Formed Surfaces; Cure formed concrete surfaces, including underside of beams,
2 supported slabs,and other similar surfaces,, If forms remain during curing period,
3 moist cure after loosening forms. If removing forms before end of curing period,
4 continue curing for the remainder of the curing period.
5 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure
6 unformed surfaces,including floors and slabs,concrete floor toppings, and other
7 surfaces,
8 4. Cure concrete according to ACI 308.1,by 1. or a combination of the following
9 methods:
10 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days
11 with the following materials:
12 1) Water
13 2) Continuous water-fog spray
14 3) Absorptive cover, water saturated, and kept continuously wet. Cover
15 concrete surfaces and edges with 12-inch lap over adjacent absorptive
16 covers
17 b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-
18 retaining cover for curing concrete,placed in widest practicable width,with
19 sides and ends lapped at least 12 inches,and sealed by waterproof tape or
20 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears
21 during curing period using cover material and waterproof tape.
22 1) Moisture cure or use moisture-retaining covers to cure concrete surfaces to
23 receive floor coverings.
24 2) Moisture cure or use moisture-retaining covers to cure concrete surfaces to
25 receive penetrating liquid floor treatments.
26 3 Cure concrete surfaces to receive floor coverings with either a moisture_
27 retaining cover or a curing compound that the manufacturer certifies will
28 not interfere with bonding of floor covering used on Project.
29 c. Curing Compound: Apply uniformly in continuous operation by power spray
30 or roller according to manufacturees written instructions. Recoat areas
31 subjected to heavy rainfall within 3 hours after initial application. Maintain
32 continuity of coating and repair damage during curing period.
33 3.5 REPAIR
34 A. Concrete Surface Repairs
35 1. Defective Concrete: Repair and patch defective areas when approved by Engineer.
36 Remove and replace concrete that cannot be repaired and patched to Engineer's
37 approval.
38 2. Patching Mortar: Mix dry-pack patching mot-tar, consisting of I part portland
39 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve,using only enough
40 water for handling and placing.
41 3. Repairing Formed Surfaces: Surface defects include color and texture
42 irregularities, cracks,spalls,air bubbles,honeycombs,rock pockets, fi ns and other
43 projections on the surface,and stains and other discolorations that cannot be
44 removed by cleaning.
CFFY OF FORT WORTH 2014 CIP YEAR.2-CON'IRACT 1,1MT3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENI'S 02369
Revised December 20,2012
03 30 00-21
CAST-IN-PLACE CONCRETE
Page 21 of 25
1 a. Immediately after form removal, cut-out honeycombs, rock pockets,and voids
2 more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch
3 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen
4 with water, and brush-coat holes and voids with bonding agent. Fill and
5 compact with patching mortar before bonding agent has dried. Fill form-tie
6 voids with patching mortar or cone plugs secured in place with bonding agent.
7 b. Repair defects on surfaces exposed to view by blending white portland cement
8 and standard portland cement so that, when dry, patching mortar will match
9 surrounding color. Patch a test area at inconspicuous locations to verify
10 mixture and color match before proceeding with patching. Compact mortar in
11 place and strike off slightly higher than surrounding surface.
12 c. Repair defects on concealed formed surfaces that affect concrete's durability
13 and structural performance as determined by Engineer.
14 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs,
15 for finish and verify surface tolerances specified for each surface. Correct low and
16 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use
17 a sloped template.
18 a. Repair finished surfaces containing defects. Surface defects include spalls, pop
19 outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide
20 or that penetrate to reinforcement or completely through unreinforced sections
21 regardless of width, and other objectionable conditions.
22 b. After concrete has cured at least 14 days, correct high areas by grinding.
23 c. Correct localized low areas during or immediately after completing surface
24 finishing operations by cutting out low areas and replacing with patching
25 mortar. Finish repaired areas to blend into adjacent concrete.
26 d. Repair defective areas, except random cracks and single holes 1 inch or less in
27 diameter, by cutting out and replacing with fresh concrete. Remove defective
28 areas with clean, square cuts and expose steel reinforcement with at least a 3/4-
29 inch clearance all around. Dampen concrete surfaces in contact with patching
30 concrete and apply bonding agent. Mix patching concrete of same materials
31 and mixture as original concrete except without coarse aggregate. Place,
32 compact, and finish to blend with adjacent finished concrete. Cure in same
33 manner as adjacent concrete.
34 e. Repair random cracks and single holes 1 inch or less in diameter with patching
35 mortar. Groove top of cracks and cut out holes to sound concrete and clean off
36 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply
37 bonding agent. Place patching mortar before bonding agent has dried.
38 Compact patching mortar and finish to match adjacent concrete. Keep patched
39 area continuously moist for at least 72 hours.
40 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy
41 adhesive and patching mortar.
42 6. Repair materials and installation not specified above may be used, subject to
43 Engineer's approval.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
03 30 00-22
CASTAN-PLACE CONCRETE
Page 22 of 25
j 3.6 RE-INSTALLATION [NOT USEDI
2 ®7 FIELD QUALITY CONTROL
3 A. Testing and Inspecting: City will engage a special inspector and qualified testing and
4 inspecting agency to perforrn field tests and inspections and prepare test reports.
5 B. Inspections
6 1. Steel reinforcement placement
7 2. Headed bolts and studs
8 3. Verification of use of required design mixture
9 4. Concrete placement, including conveying and depositing
10 5. Curing procedures and maintenance of curing temperature
11 6. Verification of concrete strength before removal of shores and forms from beams
12 and slabs
13 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained
14 according to AST M 0;172 according to the following requirements:
15 10 Testing Frequency: Obtain I composite sairiple for each day's pour of each
16 concrete mixture exceeding 5 cubic yard,but less than 25 cubic yard,plus I set for
17 each additional 50 cubic yard or fraction thereof
18 2. Slump: AsTm 0143; I test at point of placement for each composite sample,but
19 not less than I test ibr each day's pour of each concrete mixture. Perform additional
20 tests when concrete consistency appears to change.
21 3. Air C'ontent: AST M 0231,pressure method, for normal-weight concrete; I test for
22 each composite sample,but not less than I test for each day's pour of each concrete
23 mixture.
24 4. Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40
25 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above,and 1
26 test for each cornposite sample.
27 5. Compression Test Specimens: AST M C3 L
28 a. Cast and labor am cure 4 cyliriders for each composite sample.
29 1) Do not transport field cast cylinders until they have cured for a
30 minimum of 24 hours.
31 6. Compressive-Strength Tests: AST M C39;
32 an Test I cylinder at 7 days.
33 b. Test 2 cylinders at 28 days.
34 c. Hold I cylinder for testing at 56 days as needed.
35 7. When strength of field-cured cylinders is less than 85 percent of companion
36 laboratory-cured cylinders,evaluate operations and provide corrective procedures
37 for protecting and curing in-place concrete.
38 8. Strength of each concrete mixture will be satisfactory if every average of any 3
39 consecutive compressive-strength tests equals or exceeds specified compressive
40 strength and no compressive-strength test value falls below specified cornpressive
41 strength by more than 500 psi.
01T OF FORT WORTH 2014 CIP YEAR 24'ONTRACT 1,UNIT 3
STANDARD CONSIRuc,noN SPECIFICATION MCI MENTS 02369
Revised December 20,2062
03 3000-23
CAST-IN-PLACE CONCRETE
Page 23o/zs
| 9. Report test results in writing to Engineer, concretcmanufdcmrr, undContrmcWr
2 within 40 hours oftesting. Reports of compressive-strength tests shall contain
3 Project identification name and number, date of concrete p|uccnocnt, name of
4 concrete testing and inspecting agency, location uf concrete batch in Work, design
5 compressive strength at 28 days, concrete mixture proportions and materials,
6 compressive breaking strength, and type of break for both 7-and 28-day tests.
7 10. Additional Tests: Testing and inspecting agency shall make additional tests of
0 concrete when test results indicate that slump, air entrainment, compressive
9 strengths, or other requirements have not been met, as directed by Engineer.
|O Testing and inspecting agency may conduct tests to determine adequacy of concrete
|| by cored cylinders complying with ASTM C42 or by other methods as directed by
12 Engineer.
13 a. When the strength level of the concrete for any portion ofthe structure, as
14 indicated by cylinder tests, falls below the specified requirements, provide
15 improved curing conditions and/or adjustments tothe mix design as required to
16 obtain the required strength. If the average strength of the laboratory control
17 cylinders falls so low as to be deemed unacceptable, follow the core test
10 procedure set forth inACI 30|, Chapter l7. Locations of core tests shall hc
19 approved by the Engineer. Core sampling and testing shall bca1Contractors
20 expense.
21 b. If the results of the core tests indicate that the strength of the structure ia
22 inadequate, any replacement, load testing, or strengthening as may be ordered
23 by the Engineer shall be provided by the Contractor without cost tothe City.
24 | |. Additional testing and inspecting, at Contractor's expense, will be performed to
25 determine compliance of replaced or additional work with specified requirements.
26 12. Correct deficiencies in the Work that test reports and inspections indicate does not
27 comply with the Contract Documents.
20 D. Measure floor and slab flatness and levelness according toA87MBll55 within 40
29 hours offinishing.
30 G. Concrete Finish Measurement and Tolerances
31 ). All floors are subject to measurement for flatness and levelness and comply with
32 the following:
33 a. Slabs shall bc flat within a tolerance of5/|6 inches in l0 feet when tested with
34 a |0 foot long straightedge. Apply straightedge tothe slab at 3 foot intervals in
35 both directions, lapping straightedge 3 feet on areas previously checked. Low
36 spots shall not exceed the above dimension anywhere along the straightedge.
37 Flatness shall bc checked the next work day after finishing.
30 b. Slabs shall be level within u tolerance Vf± 1/4 inch in 10 feet, not to exceed 3/4
39 inches total variation, anywhere on the floor, from elevations indicated on the
40 Drawings. Levelness shall be checked on l0 foot grid using alevel after
41 removal offorms.
42 c. Measurement Standard: All floors are subject tomeasurement for flatness and
43 levelness, according toA8TMEl|55.
44 2. 2 Tiered Measurement Standard
45 a. Each floor test section and the overall floor area shall conform to the 2-tiered
46 measurement standard au specified herein.
CITY op FORT WORTH zu/4c/p YEAR z-comTnAcT|,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 023*9
Revised December zu.zu/2
03 30(Y)..24
CA S'J'TN-111,ACE-1 CONCREIE
Page 24 o:f 25
1) Minimum Local Value:The miniminn local FF/1"L values represent the ab-
2 solute minimum surface profile that will be acceptable for any I test sample
3 (line of measurements)anywhere within the test area.
4 2) Specified Overall Value:The specified overall FF/FL values represent the
5
minimum values acceptable for individual floor sections as well as the floor
6 as a whole.
7 3. Floor Test Sections
8 a. A floor test section ion is defined as the smaller of the f(,41oNving areas:
9 1) The area bounded by column and/or wall lines
10 2) The area bounded by constniction and/or control joint lines
11 3) Any combination of column lines and/or control joint lines
92 b. Test sample measurement lines within each test section shall be
13 multidirectional along 2 orthogonal lines,as defined by ASIM El 155,at a
14 spacing to be determined by the City's testing agency.
15 c. The precise layout of each test section shall be determined by the City's testing
16 agency,
17 4. Concrete Floor Finish Tolerance
18 a. The following values apply before removal of shores.Levelness values(FQ do
19 not apply to intentionally sloped or cambered areas, nor to slabs poured on
20 metal deck or precast concrete.
21 1) Slabs
22 Overall Value FF45/FL30
23 Minimum Local Value FF30/FL20
24 5. Floor Elevation Tolerance Envelope
25 a. The acceptable tolerance envelope for absolute elevation of any point on the
26 slab surface,with respect to the elevation shown on the Drawings, is as follows:
27 1) Slab-on-Grade Consti-uction:±1/4 inch
28 2) Top surfaces of formed slabs ineasured prior to renioval of supporting
29 shores:::u.::'/4 inch
30 3) Top surfaces of all other slabs:±1/4 inch
31 4) Slabs specified to slope shall have a tolermice from the specified slope of
32 3/8 inch in 10 feet at miy point,up to%inch from theoretical elevation at
33 any point
34 3.8 SYSTE M STARTUP I NOT USED]
35 3.9 ADJUSTING [NOT USED]
36 3.10 CLEANING;
37 A. Defective Work
38 1. Irnperfect or damaged work or any inaterial damaged or determined to be defective
39 before final conipletion and acceptance of the entire job shall be satisfactorily re-
40 placed at the Contractor's expense,and in conformity with all of the requirements of
41 the Drawings and Specifications.
42 2. Perlorm removal and replacement of concrete work in such manner as not to impair
43 the appearance or strength of the stnicture in any way.
44 B. Cleaning
CITY OF rORT WORTH 2014 CIP YLAR.2-CONT71CACTI,UMT 3
STANDAM)CONSTRIKTION SPECIFICATION DO(I NEWSS 02369
Revised December 20,2012
03 3000-25
CAST-IN-PLACE CONCRETE
Page 25 of 25
1 1. Upon completion of the work remove from the site all forms, equipment, protective
2 coverings and any rubbish resulting therefrom.
3 2. After sweeping floors, wash floors with clean water.
4 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City.
5 3.11 CLOSEOUT ACTIVITIES [NOT USED]
6 3.12 PROTECTION [NOT USED]
7 3.13 MAINTENANCE [NOT USED]
8 3.14 ATTACHMENTS [NOT USED]
9 END OF SECTION
10
Revision Log
DATE NAME SUMMARY OF CHANGE
2.2.0.3—Removed Blue Text/Added Descriptions for water-soluble,
12/20/2012 D.Johnson chloride-ion content
3A.C.1 —Changed 75%to 70%
11
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
3123 16-1
UNCA ASSIFIE11)EXCAVATION
Page I of'4
I SECTION 3123 16
2 UNCLASSfFIE'11)EXCAVATION
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section lncludes�
6 1, Excavate areas as shown on the Drawings or as directed. Removal of materials
7 encountered to the lines,gnades, and typical, sections shown on the Drawings and
8 removal from site. Excavations may include construction of
9 a. Roadways
to b. Drainage Channels
11 c. Site Excavation
12 d. Excavation for Structures
13 e. Or any other operation evolving the excavation of on-site materials.
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include,but are riot necessarily limited to:
17 1. Division 0Bidding Requirements,Contract Forms and Conditions of the Contract
18 2. Division I —General Requirenients
19 3. Section 3124 00Embankments
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 1. Measurement
23 a. Measurer rent for this Item shall be by the cubic yard in its final position using
24 the average end area method.Limits of measurement is showil on the Drawings
25 b. When measured by the cubic yard in its final position,this is a plans quantity
26 measurement Item.The qt,iiantity to be paid is the quantity shown in the
27 proposal, unless rnodiFied by Article 11.04 of the General Conditions.
28 Additional measurements or calculations will be made if adjustments of
29 quantities are required,
30 2. Payment
31 a. The work performed and materials furnished in accordance with this Item and
32 measured as provided under"Measurement"will be paid for at the urdt Price
33 bid per cubic yard of"Unclassified Excavation". No additiorial compensation
34 will be a]]owed for rock or shrinkage or swell factors as these are the
35 Contractor's respo nsibility.
36 3. The price bid shall include:
37 a. Excavation
38 b. Excavation Safety
39 c. Drying
40 d. Dust Control
41 e. Rework i ng or replacing the over excavated material in rock cuts
C ry(,.)F FOR WORIN 2014 CI.P YEAR.I CONTRACT 1,UNIT 3
STANDAIM C',ONS"FIRI JC'T1ON SPECH-KATiON rX)CUMENTS 02369
ReviW,Tuly 1,20 11
ossm z
UNCLASSIFIED EXCAVATION
Page 2mr4
I [ Hauling
2 g. Disposal of excess matehal not used elsewhere onsi0e
3 h. Scarification
4 i. Clean-up
5 1,3 REFERENCES [NOT USED}
6 A. Definitions
7 ). Unclassified Excavakion— Without regard to noatcha|a, all excavations shall be
D considered unclassified and shall include all materials excavated. Any reference to
V Rock or other materials on the Drawings or in the specifications is solely for the
10 City and the Contractor's infbnmu1ion and is not to be taken as a classification of
I the excavation.
12 1.4 /&DMXNSTRATXVEREQUXREMENTS
13 A. The Contractor will provide the City with aDispoaa| Letter in accordance to Division
14 0).
15 1,5 SUBMITTALS [NOT USED]
16 1,6 ACTION SUBMXTTALSANFORMAT0ON/&L SUBMITTALS [NOT USED]
17 1,7 CLOSEOUT SUBMITTALS [NOT USED]
18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED}
lV 1.9 QUALITY ASSURANCE
20 A. Excavation Safety
21 l. The Contractor shall bc solely responsible for making all excavations inasafe
22 manner.
23 2. All excavation and related sheeting and bracing shall comply with the requirements
24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
25 1.10 DELIVERY, STORAGE, AND HANDLING
26 A. Storage
27 l. Within Existing Righto-of-Wuy (D0W)
28 a. Soil may be stored within existing F(OVV, easements or temporary construction
29 easements, unless specifically disallowed in the Contract Documents.
30 b. Do not block drainage ways, inlets ordriveways.
31 c. Provide erosion control in accordance with 5cudon 31 25 OO.
32 d. When the Work is performed in active traffic areas, store materials only in
33 areas barricaded as provided in the traffic control plans.
34 c. 1n non-paved areas, do not store material nn the root zone of any trees orin
35 landscaped areas.
36 2. Designated Storage Areas
37 a. If the Contract Documents do not allow the storage of spoils within the ROW,
38 easement or temporary construction easement,then secure and maintain an
39 adequate storage location.
CITY oF FORT WORTH zo/4c/p YEAR z'cowrn^cr1.UNIT a
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
312316-3
UNCLASSIFIED EXCAVA'RON
Page 3 of 4
I b. Provide an affidavit that rights have been secLued to store the materials on
2 private property.
3 c. Provide erosion control in accordance witti Section 3125 00.
4 d. Do not block drainage ways.
5 1.11 FIELD CONDITIONS
6 A. Existing(",onditions
7 1. Any data which has been or may be provided on subsurface conditions is not
8 intended as a representation or warranty of accuracy or continuity between soils. It
9 is expressly understood that neither the City nor the Engineer will be resj.)onsible
10 for interpretations or conclusions drawn there from by the Contractor.
11 2. Data is rnade available for the convenience of the Contractor,
12 1.12 WARRANTY [NOT USED]
13 PART 2® PRODUCTS [NOT USED]
14 2®1 OWNER-FURNISHED [NOT USED]
15 2.2 PRODUCT `YPES AND MATERIALS
16 A. Materials
17 1. I.Jnacceptable Fill Material
18 a. In-situ soils classic ed as ML,W PT,OL or OH in accordance with AST m
19 D2487
20 PART 3® EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3® EXAMINATION [NOT USED]
23 3.3 PREPARATION [NOT USED]
24 3.4 CONSTRUCTION
25 A. Accept ownership of unsuitable or excess material and dispose of material off'-'site
26 accordance with local,state, and federal regulations at locations,
27 B. Excavations shall be performed in the dry,and kept free from water, snow and ice
28 during construction with eh exception of water that is applied for dust control.
29 C. Separate Unacceptable Fill Material from other matet-ials,remove from the Site and
30 properly dispose according to disposal plan.
31 D. Maintain drainage in the excavated area to avoid darn lie to the roadway sections and
32 proposed or existing structimes,
33 17. Correct any damage to the subgrade caused by weather,at no additional cost to the
34 city..
CITY OF FORT WORM 2014 CHI YEAR 2-CONTRACI-1,UNIT3
STANDARD CONSTRU('110N SPECIFT(,ATION 1XX71 MENTS 02369
Revised July 1,2011
31 23 16-4
UNCLASSIFIED EXCAVATION
Page 4 of 4
1 F. Shape slopes to avoid loosening material below or outside the proposed grades.
2 Remove and dispose of slides as directed.
3 G. Rock Cuts
4 1. Excavate to finish grades.
5 2. In the event of over excavation due to contractor error below the lines and grades
6 established in the Drawings, use approved embankment material compacted in
7 accordance with Section 3124 00 to replace the over excavated at no additional
8 cost to City.
9 H. Earth Cuts
10 1. Excavate to finish subgrade
11 2. In the event of over excavation due to contractor error below the lines and grades
12 established in the Drawings, use approved embankment material compacted in
13 accordance with Section 31 24 00 to replace the over excavated at no additional
14 cost to City.
15 3. Manipulate and compact subgrade in accordance with Section 31 24 00.
16 3.5 REPAIR [NOT USED]
17 3.6 -INSTALLATION [NOT USED]
18 3.7 FIELD QUALITY CONTROL
19 A. Subgrade Tolerances
20 1. Excavate to within 0.1 foot in all directions.
21 2. In areas of over excavation, Contractor provides fill material approved by the City
22 at no expense to the City.
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT USED]
28 3.13 MAINTENANCE [NOT USED]
29 3.14 ATTACHMENTS [NOT USED]
30 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
32 1123-1
FLUXIBU."BASE COURSES
Page I off
1 SECTION 32 1123
2 FLEXIBLE BASE 0001 RSES
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Foundation course for swface course or for other base course composed of flexible
7 base constructed in one or more courses in conformity with the typical section.
8 B. Deviations from City of Fort Worth Standards
9 1. None
10 C. Related Specification Sections include but are not necessarily limited to
1'1 1. Division 0 Bidding Requirements, Contract Forms,and Conditions of the
12 Contract
13 2. Division I General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
M A. Measurement and flayment
�16 1. Measurement: measwed by the square yard of the required depth per plan of
17 completed flexible base course by-type and gradation,,
18 2. Paynaera: based on the work perfon-ned and materials placed and includes full
19 compensation for:
20 a. preparation and correction of sub grade
21 K furnishing of material
22 c. hauling
23 d. blading
24 e. sprinkling
25 f compacting
26 g. and furnishing all labor and equipment necesswy to complete the work.
27 1.3 REFERENCES
28 A. Definitions
29 1. RAPRecycled Asphalt Paverrient.
30 B. Reference Standards
31 L Reference standards cited in this specificatiori refer to the current refer,ence standard,
32 published at the time of the latest revision date logged at the end of this
33 specification, unless a to is specificallly cited.
34 2. ASTM Intemational (ASTM):
35 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
36 Soil Using Standard Effort(12 400 ft-IbVft,3 (600 kN-rn/n,13))
37 3. Texas Department of Transportation("I"XD()T):
38 as Tex-104-E,Determining Liquid Limits of Soils
39 b. Tex-106®E,Calculating the P1 asticity Index of Soils
40 c. Tex-107-E,Determining the Bar Linear Shrinkage of Soils
CITY OF FORT OR111 2014 CIP YEAR 2-COM117RACIA,UNIT 3
STANDARD CONSTRUCTION SPEUFICATION DOCUMEWS 02369
Revised July 1,2011
32 11 23-2
FLEXIBLE BASF COURSES
Page 2 of'7
I d. Tex-110-E, Particle Size Analysis of Soils
2 e. Tex-] 16-E, Ball Mill Method for Determining the Disintegration of Flexible
3 Base Material
4 f. Tex-] 17-E, Triaxial Compression for Disturbed Soils and Base Materials
5 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium
6 Sulfate
7 h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate
8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
9 1.5 ACTION SUBMITTALS [NOT USED]
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
11 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
13 1.9 QUALITY ASSURANCE [NOT USED]
14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS [NOT USED]
18 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
19 2.2 MATERIALS
20 A. General
21 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
22 the plans and specifications.
23 2. Obtain materials from approved sources.
24 3. Notify City of changes to material sources.
25 4. The City may sample and test project materials at any time before compaction
26 throughout the duration of the project to assure specification compliance.
27 B. Aggregate
28 1. Furnish aggregate of the type and grade shown on the plans and conforming to the
29 requirements of Table 1.
30 2. Each source must meet Table I requirements for liquid limit, plastiCity index, and
31 wet ball mill for the grade specified.
32 3, Do not use additives such as but not limited to lime, cement, or fly ash to modify
33 aggregates to meet the requirements of Table 1, unless shown on the plans.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT I UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
321123..3
1°1.C1X1131..1^/.BASE COURSES
S
Page 3 of'7
1
2 Table
3
Mate �a1. �� re eats
Master gradation sieve
sire, /�retarnaai... ....
11/2 imm. 0
................_..._..m.._....._._................ __....._._.._.......__..._...........__..__.................
1...3/4 in. 0 Qg...10
_._.....m............._,._. _..._.................. ..._ ...�.......................
'7/ll iam. _ Tex-110...E iGD a
............�.. ..__.........
3/8 in. 30--50
_......... .........._........_...._........... _ .................__......
_ ._....._ _........
No.4 46....65 45-75
_.............1daa.4QD..._.........._........... _...._.. __.......�-&�3. ._.__...65....
-. _ _., _........-
max.1 aafuaid lnari /, e l e�•➢i0A C.., . .....,_.,,35...__...._.,.��_
t .....
)lunstiC it ttn ex,xmax. ..,. _._Tex X06- .. ....,.._,_..1a. _ 12
tlsrllwuniil.,,......... _....__
met ball mill„11/ max. Tex-
increase passing the 20 20
No 40 sieve
....... _........... ........... _.....
assi cation _ ...�. 1.0 1.1.._2..3
__..... .._.._ _.__.. _....... ........... ...............
lvdiam.cmnrnpressiwe
st,a'w°ngO1:msi Trx-11 441'
lateral pressure 0 psi 45 35
later-al pressure 15 psi 1.75 175
i_..11etenni ne lastua°undP�x in accord mica:vvit ..__... __._,� .........
p lu 3x.rr-i07 l:(linenr
slndrikagc)when liquid limit is unattainable as defined in
'rex:,4 04.4".
2.When a soundness value is requinxi by the plarts,test rmaterial in
accordance with Tex.411- ..
3,Meet both time classification and the iniiniamvu„um convpr(ssive
strer gd-),unlem otlur,rwwise,„lumawn on the pzians.
4
5 4. Material Tolerances:
6 a) The City may accept material if no more than I of the 5 most recent gradation
7 tests has an individual sieve outside the specified limits of the gradation.
b} When target grading is required by the plans,no single failing test may exceed
9 the master grading by more than 5 percentage points on sieves No.4 and larger
10 or 3 percentage points on sieves smaller than No.4.
l l c) The City may accept material if no more than l of the 5 most recent plasticity
12 index tests is outside the specified limit,No single failing test may exceed the
13 a]lowable limit by more than 2 point,,.
14 5. Material Types
15 a) Do not use fillers or binders unless approved.
16 b) Hlrnish the type spccihed on the plans in accordance with the following:
17 l) ,,.1.ype
18 a) Crushed stone produced and graded from oversia l quarried aggregate
19 that originates from a single, naturally occuming source.
20 b) Do not use gravel or multiple sources.
21 2) Type
22 a) Only for use as base material for temporary pavement repairs.
23 b o not exceed 20%RAP by weight unless shown on plans.
24 3) Type D
25 a) Type.A material or crashed concrete.
26 b,) Crushed concrete containing Travel will be considered"hype
27 material.
CITY OF FORT WORTH RTH 2014 CH>YEAR 2...CfyA~t"TRACT 1„UNIT 3
S°➢"A1+tfaARD CONSTRUCTION ION SPEC;IFICATIQlP° DOCUMENTS 02369
Revised truly 1,,,2011
32 /1 23 4
FLEXIBLE BASE COURSES
Page 4o/7
| c) The City may require separate dedicated stockpiles in order to verify
2 compliance.
3 d) Crushed concrete must meet the following requirements:
4 (|) Table | for the grade specified,
5 (2) Recycled materials must be free from reinforcing steel and other
d objectionable material and have at most |.5 percent deleterious
7 material when tested in accordance with 7E}(-4\3-A.
0 C. Water
9 l. Furnish water free of industrial wastes and other objectionable matter.
10 2.3 ACCESSORIES !y4O77 0SDIDl
ll 2,4 SOURCE QUALITY CONTROL [NOT USED]
12 PART 3 - EXECUTION
13 3.1 INS77AD^D.DIRS [NOT 0S8CD]
14 3.2 EXAMINATION !NOT USED]
15 3.3 PREPARATION
16 A. General
17 l. Shape the subgrudeor existing base to conform tothe typical sections shown onthe
18 plans or as directed.
|y 2. When new base is required tobc mixed with existing base:
20 a. Deliver, place, and spread the new flexible base in the required amount.
Zl h. Manipulate and thoroughly mix the new base with existing material to provide
22 u uniform mixture tothe specified depth hcfbrc shaping.
23 B. QuhgrudeConnpucdon
24 l. Proof roll the roadbed before pulverizing or scarifying inaccordance with the
25 following:
26 u. Proof Rolling
27 \) City Project Representative must be on-site during proof rolling operations.
20 2) Use equipment that will apply sufficient load to identify soft spots that rut
29 or pump.
30 (1) Acceptable equipment includes fully loaded single-axle water truck
31 with a 1500 gallon capacity.
32 3) Make at least pusses with the proof roller(down and buck= | puss).
33 4) Offset each trip hya1 most l tire width.
34 5) {fun unstable ornon-unifbnn area is found, correct the area.
35 b. Correct
36 l) Soft spots that rut or pump greater than 3/4 inch.
37 2) Areas that is unstable ornon-unifbnn.
38 2. Installation of base material cannot proceed until compacted oubgrndc approved bv
39 the City.
40 3,4 INSTALLATION
41 A. General
CITY op FORT WORTH 2o14c/r YEAR u'comrnxcr1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
32 1123-5
FLEXIBLE BASE COURSE",S
NWe 5 of'7
1 1. Construct each layer unifort'nly, free of loose or segregated areas,and with the
2 required density and moisture content.
3 2. Provide a smooth surface that conforms to the typical ,an a
sections lines, d gr des
,I V,
4 shown on the plans or as directed.
5 3. Haul approved flexible base in clean,covered trucks.
6 B. Equipment
7 L General:Provide machinery,tools,and equipment necessary for proper execution
8 of the work.
9 2. Rollem:
10 a. The CONTRACI I OR may use any type of roller to meet the production rates
1'1 and quality requirements of the Contract unless otherwise shown on the plans
12 or directed.
13 b. When specific types of equipment are required, use equipment that meets the
14 specified requirements.
15 c. Alternate Equipment.
16 1) Instead of the specified equipment, the CONTRACTOR may,as approved,
17 operate other compaction equipment that produces equivalent,results.
18 2) Discontinue the use of the alternate equipment and furnish the specified
19 equipment if the desired results are not achieved.
20 d. City may require CONTRACTOR to substitute equipment if production rate
21 and quality requirements of the Contract are not met.
22 C. Placing
23 1. Spread and shape flexible base into a uniforin layer by approved means the same
24 day as delivered unless otherwise approved.
25 2.. Place material such that it is mixed to minimize segregation.
26 3. Constnict layers to the thickness shown on the plans,while maintaining the shape
27 of the course.
28 4. Where subbase orb e course exceeds 6 inches in th,ickness, construct in two or
29 more courses of equal thickness.
30 5. Minimurn lift depth: 3 inches,
31 6. Control dust by sprinkling.
32 7. Correct or replace segregated areas as directed.
33 8. Place successive base courses and finish courses using the same construction
34 methods required,for the first course.
35 D. Compaction
36 1. General:
37 a. Compact using density control unless otherwise shown on the plans.
38 b. Multiple lifts are permitted when shown on the plans or aj.)provedl.
39 c. Bring each layer to the moisture content directed. When necessary,sprinkle the
40 material to the extent necessary to provide not less than the required density.
41 d. Compact the full depth of the subbase or base to the extent necessary to remain
42 firm and stable under construction equipment,
43 2. Rolling.
MY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUMION SPECfFICATION DOCUMENIPS 02369
Revised July�,2011
zo // z/'o
FLEXIBLE BASE COURSES
Page aon
l a. Begin rolling longitudinally at the sides and proceed towards the center,
overlapping
2 on successive trips bvu1|c�J 1/2 the width of the roller unit.
3 h. [)n supere\evutcd curves, h��io '|�in�olthc � id d ' '
4 highoidc /« »w » cu» progress toward
5 c. Offset alternate trips of the roller.
6 d. Operate rollers u1uspeed between and 6mph as directed.
7 c. Rework, reconnpact, and n:finixhmaterial that fails to meet or that loses
8 required moisture, density, ytabi}i1y, or finish before the next course is placed or
9 the project isooccptcd.
}O f. Continue work until specification requirements are met.
I g. Proof roll the compacted flexible base in accordance with the following:
12 T) Proof Rolling
13 a City Project Representative must be on-site during proof rolling
14 operations.
15 b) Use equipment that will apply sufficient load to identify soft spots that
16 rut orpump.
17 (l) Acceptable equipment includes fully loaded single-axle water truck
18 with o (5OU gallon capacity.
1p c\ Make a1 least 2 puuoco with the proof roller(down and hack= l pass).
20 d) Offset each trip byut most | tire width.
21 e\ If an unstable ornnn-unifhnnarea is found, correct the area.
22 2) Correct
23 a) Soft spots that rut or pump greater than 3/4inch.
24 b) Areas that is unstable ornon-unifonn.
25 3. Tolerances
26 a. Maintain the shape of the course byb/uding.
27 b. Completed surface obn|\ be smooth and in conformity with the typical sections
28 shown on the plans iothe established lines and grades.
29 c. Formubgrude beneath paving surfaces, correct any deviation in excess ofl/4
30 inch in cross oeodun in length greater than 16 feet measured longitudinally by
]l loosening, adding or removing material. Reshape and rcconnpactbysprinkling
32 and rolling.
33 d. Correct all fractures, settlement orsegregation immediately by scarifying the
34 areas affected, adding suitable material aurequired, Reshape and reconnpuc1by
35 sprinkling and rolling.
36 e. Should the subbase or base course, due to any reason, lose the required
37 stability, density and finish before the surfacing is complete, it shall be
38 reconnpactedo1 the sole expense nf the CONTRACTOR.
39 4. Density Control.
40 a. Minimum Density: 95 percent compaction un determined hv /\STM D640.
41 b. Moisture content: minus 2 t plus 4ofoptimum.
42 G. Finishing
43 |. After completing compaction, clip, skin, or tight-blade the surface with a
44 maintainer orsubgrudc trimmer<om depth ofapproximately 1/4 inch.
45 2. Remove loosened material and dispose ofitateu approved location.
46 3. Sea) the clipped surface immediately by rolling with an appropriate size pneumatic
47 tire roller until a smooth surface iaattained.
CITY ur FORT WORTH zo14c/p YEAR z'cowrnxcT}�UNIT»
orxmoAxocowoTnucrmwxpsc/puAnnwoocuwsmTs 02369
Revised July 1,2011
32 1123 -7
FLEXIBLE BASE COURSES
Pape 7 of 7
1 4. Add small increments of water as needed during rollin&
2 5. Shape and maintain the course and surface in confbrrniAy with the typical sections,
3 lines,and grades as shown on the plans or as directed.
4 6o in areas where surfacing is to be placed,correct ET. ade deviations greater than 1/4
5 inch in 16 feet measured long;itudinally or greater than 1/4 inch over the entire
6 width of the cross-section.
7 7. Correct by loosening,adding,or removing material.
8 8. Reshape and recompact in accordance with 3A.C.
9 3.5 [REPA,1R]/ [RESTORATION] [NOT USED]
10 3.6 RE-INSTALLATION [NOT OT USED]
11 3.7 QUALITY CONTROL
12 A. Density Test
13 1. City to measure(tensity of flexible base course.
14 a. Notify,City project Representative when flexible base ready for density testing.
15 b. Spacing directed by City (I per block mininium).
16 c,, City Project Representative determines location of density testing.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED1
20 3.11 CLOSEOUT ACTIVITIES [NOT tjr SED]
21 3.12 PROTECTION [NOT USED[
22 3.13 MAINTENANCE INOT USED]
23 3.14 ATTACHMENTS NOT USED]
24 END OF SECTION
25
Revision Log
DA' T NAME SIMMARY OF CHANGE
..........
26
27
28
MY OF FORT WORTH 2014 UP YEAR,2-CON'T"CT 1,UNIT 3
STANDARD CONSTRI JCI'I()Iq SPECIFIC,ATION DOCUMENTS 02369
RevisW July 1,2011
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 12
1
2 SECTION 32 1133
3 CEMENT TREATED BASE COURSES
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes
7 1. Treating subgrade, subbase and base courses by the pulverization, addition of
8 cement, mixing and compacting the mix material to the required density.
9 2. Item applies to the natural ground, embankment, existing pavement, base or
10 subbase courses placed and shall conform to the typical section, lines and grades
11 shown on the plans.
12 B. Deviations from City of Fort Worth Standards
13 1. None
14 C. Related Specification Sections include but are not necessarily limited to
15 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
16 2. Division 1 -General Requirements
17 3. Section 32 1126 - Flexible Base Courses
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Measurement
21 a. Cement: measure by the ton (dry weight).
22 b. Cement Treatment
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
32:1133 2
CEMEN1 TREACITI)BASE COURSES
Page 2 of 12
1 1) Measure by the square yard of surface area.
2 2) The dimensions for determining the surface area is established by the
3 widths shown on the plans and the lengths measured at placement.,
4 2, Payment
5 a. Cement- paid for at the unit price bid and full compensation[for:
6 1) furnishing the material
7 2) all freight involved
8 3) all unloading, storing, and handling
9 b. Cement Treatment: based on the work performed and placed and includes
10 full compensation for:
11 1) pulverizing or providing the soil mater,ial,-
12 2) handling, hauling and spreading dry or slurry cement;
13 3) mixing the cement with the soil either in-place or in a mixing plant;
14 4) furnishing, hauling and mixing water with the soil-cement mixture;
15 5) spreading and shaping the mixture;compacting the mixture, including all
16 rolling required for compaction;
17 6) surface finishing;
18 7) water and sprinkling;
19 8) curing;
20 9) and for all manipulation, labor, equipment,appliances,tools and
21 incidentals necessary to complete the work.
22 1.3 REFERENCES
23 A. Reference Standards
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRAcr i,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
RevIsed My 1,2011
321133-3
CEMENT TREATED BASE COURSES
Page 3 of 12
1 1. Reference standards cited in this specification refer to the current reference
2 standard published at the time of the latest revision date logged at the end of this
3 specification, unless a date is specifically cited.
4 2. ASTM International (ASTM):
5 a. C150, Standard Specification for Portland Cement
6 b. D698,Standard Test Methods for Laboratory Compaction Characteristics of
7 Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3))
8 3. Texas Department of Transportation (TxDOT)
9 a. Tex-101-E, Preparing soil and flexible base materials for testing
10 b. Tex-140-E, Measuring thickness of paving layers
11 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
12 1.5 ACTION SUBMITTALS [NOT USED]
13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS[NOT USED]
14 1.7 CLOSEOUT SUBMITTALS [NOT USED]
15 1.8 MAINTENANCE MATERIAL SUBMITTLAS[NOT USED]
16 1.9 QUALITY ASSURANCE [NOT USED]
17 1.10 DELIVERY,STORAGE,AND HANDLING
18 A. Truck Delivered Cement
19 1. Each truck ticket shall bear the weight of cement measured on certified scales.
20 2. Submit delivery tickets, certified by supplier,that include weight with each bulk
21 delivery of cement to the site.
22 1.11 FIELD [SITE] CONDITIONS
23 A. Start cement application only when the air temperature is at least 35 degrees F and
24 rising or is at least 40 degrees F.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
321133-.4
CEMENT TREATED BASE COURSES
Page 4 of 12
1 B. Measure temperature in the shade away from artificial heat.
2 C. Suspend application when the City determines that weather conditions are unsuitable.
3 1.12 WARRANTY[NOT USED)
4 PART 2® PRODUCTS
5 2.1 OWNER-FURNISHED PRODUCTS[NOT USED]
6 2.2 MATERIALS
7 A. General
8 1. Furnish uncontaminated materials of uniform quality that meet the requirements
9 of the plans and speciflr:ations.
10 2. Notify the City of the proposed material sources and of changes to material
11 sources.
12 3. Obtain verification from the City that the specification requirements are met
13 before using the sources.
14 4. The City may sample and test project,materials at any time before compaction.
15 B. Cement:ASTM 0150 Type 1, 11 or 11).
16 C. Flexible Base Courses: Furnish base material that meets the requirements of Section
17 3211 2 for the type and grade shown on the plans, before the addition of cement.
18 D. Water: Furnish water free of industrial wastes and other objectionable material.
OTY OF FORT WORTH 2014 OP YEAR 2-CO NTRAC7 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
ReAsed July 1,2011
321133-5
CEMENT TREATED BASE COURSES
Page S of 12
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL[NOT USED]
3 PART 3- EXECUTION
4 3.1 INSTALLERS[NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION
7 A. Shape existing material in accordance with applicable bid items to conform to typical
8 sections shown on the plans and as directed.
9 3.4 INSTALLATION
10 A. General
11 1. Produce a completed course of treated material containing:
12 a. uniform Portland cement mixture,free from loose or segregated areas.
13 b. uniform density and moisture content.
14 c. well bound for full depth.
15 d. with smooth surface and suitable for placing subsequent courses.
16 2. Maximum layer depth of cement treatment in single layer: 8 inches.
17 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
18 compact and finish in equal layers not exceeding 5 inches deep.
19 B. Equipment
20 1. Provide machinery,tools,and equipment necessary for proper execution of the
21 work.
22 2. Rollers:
CITY OF FORT WORTH
2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
321133-6
CEMENT TREATED BASE COURSES
Page 6 of 12
1 a. The CONTRACTOR may use any type of roller to meet the production rates and
2 quality requirements oft e Contract unless otherwise shown on the plans or
3 directed.
4 b. When specific types of equipment are required, use equipment that meets the
5 specified requirements.
6 c. Alternate Equipment.
7 1.) Instead of the Specified equipment,the CONTRACTOR may, as approved,
8 operate other compaction equipment that produces equivalent results,
9 2) Discontinue the use of the alternate equipment and furnish the specified
10 equipment if the desired results are not achieved.
11 d. City may require CONTRACTOR to substitute equipment if production rate and
12 quality requirements of the Contract are not met.
13 3. Slurry Equipment.
14 a. Use slurry tanks equipped with agitation devices for cement application.
15 b. The City may approve other slurrying methods.
16 c. Provide a pump for agitating the slurry when the distributor truck is not
17 equipped with an agitator.
18 4. Pulverization Equipment,
19 a. Provide pulverization equipment that:
20 1) cuts and pulverizes material uniformly to the proper depth with cutters
21 that plane to a uniform surface over the entire width of the cut,
22 2) provides a visible indication of the depth of cut at all times,and
23 3) uniformly mixes the materials,,
24 C® Pulverization
CffY OF FORT WORTH 2014 CIIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECMCATION DOCUMENTS 02369
ReWsed JWV 1.,2011
321133-7
CEMENT TREATED BASE COURSES
Page 7 of 12
1 1. Pulverize or scarify existing material after shaping so that 100 percent by dry
2 weight passes a 1 inch sieve, and 80 percent by dry weight passes a No.4 sieve
3 exclusive of gravel or stone retained in sieves.
4 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2
5 inch sieve, and 60 percent by dry weight passes a No.4 sieve exclusive of gravel or
6 stone retained in sieves.
7 D. Cement Application
8 1. Spread by an approved dry or slurry method uniformly on the soil at the rate
9 specified on the plans
10 2. If a bulk cement spreader is used, position by string lines or other approved
11 method during spreading to insure a uniform distribution of cement.
12 3. Apply to an area that all the operations can be continuous and completed in
13 daylight within 6-hours of initial application.
14 4. Do not exceed the quantity of cement that permits uniform and intimate mixture
15 of soil and cement during dry-mixing operations
16 5. Do not exceed the specified optimum moisture content for the soil and cement
17 mixture.
18 6. No equipment, except that used in the spreading and mixing, allowed to pass over
19 the freshly spread cement until it is mixed with the soil.
20 E. Mixing
21 1. Thoroughly mix the material and cement using approved equipment.
22 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free
23 from all clods and lumps.
24 3. Keep mixture within moisture tolerances throughout the operation.
25 4. Spread and shape the completed mixture in a uniform layer.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
321133.8
CEMENT TREATED BASE COURSES
I-lage 8 of 12
1 5. After mixing,the City samples the mixture at roadway moisture and test in
2 accordance with Tex 101 E, Part III,to determine compliance with the gradation
3 requirements in Table 1.
4 Table 1
5 Gradation Requirements Minimum%Passing
Sieve Size Base
.............. ........._mm.......
1-3/4 in. 100
3/4 in. 85
.....................
No.4 60
6 F. Compaction
7 1. Prior to the beginning of compaction,the mixture shall be in a loose condition for
8 its full depth.
9 2. Compact material to at least 95-percent of the maximum density as determined by
10 ASTM D698.
11 1 At the start of compaction,the percentage of moisture in the mixture and in un-
12 pulverized soil lumps shall be less than the quantity which shall cause the soil-
13 cement mixture to become unstable during compaction and finishing.
14 4. When the uncompacted soil-cement mixture is wetted by rain so that the average
15 moisture content exceeds the tolerance given at the time of fi nal compaction,the
16 entire section shall be reconstructed in accordance with this specification at the
17 sole expense oft e CONTRACTOR,
18 5. The specified optimum moisture content and density shall be determined in the
19 it on the representative samples of sail-cement mixture obtained from the area
20 being processed.
21 6. Final moisture content shall be within minus-2 to plus-4-of-optiMLIM.
CITY OF FORT WORTH 2014 0P YEAR 2 CONTRACT 2,UMT 3
STANDARD CONSTRUCMON SPEOFICAT0N DOCUMENTS 02369
ReWsed July 1,2011
321133-9
CEMENT TREATED BASE COURSES
Page 9 of 12
1 7. Begin compaction after mixing and after gradation and moisture requirements
2 have been met.
3 8. Begin compaction at the bottom and continue until the entire depth of the
4 mixture is uniformly compacted.
5 9. Uniformly compact the mixture to the specified density within 2-hours.
6 10. After the soil and cement mixture is compacted uniformly apply water as needed
7 and thoroughly mix in.
8 11. Reshape the surface to the required lines,grades and cross section and then lightly
9 scarify to loosen any imprint left by the compacting or shaping equipment.
10 G. Maintenance
11 1. Maintain the sail-cement treatment in good condition from the time it first starts
12 work until all work shall is completed.
13 2. Maintenance includes immediate repairs of any defect that may occur after the
14 cement is applied.
15 3. Maintenance work shall be done by the CONTRACTOR at the CONTRACTOR'S
16 expense and repeated as often as necessary to keep the area continuously intact.
17 4. Repairs are to be made in such a manner as to insure restoration of a uniform
18 surface for the full depth of treatment.
19 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at
20 least 2 inches, filling the area with treated material and compacting.
21 6. Remedy any low area of subbase or base shall by replacing the material for the full
22 depth of subbase or base treatment rather than adding a thin layer of stabilized
23 material to the completed work.
24 H. Finishing
CITY OF FORT WORTH
2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
32 11.33-1.0
CEMENTTREATED BASE COURSES
Pagel 0 of 12
1 1m After completing compaction of the final course,clip,skin, or tight-blade the
2 surface of the cement-treated material with a maintainer or subgrade trimmer to
3 a depth of approximately 1/4 inch.
4 1 Remove loosened material and dispose of at an approved location.
5 3. Roll the clipped surface immediately with a pneumatic tire roller adding small
6 increments of moisture as needed and until a smooth surface is attained.
7 4. Add small amounts of water as needed during rolling.Shape and maintain the
8 course and surface in conformity with the typical sections, lines,and grades shown
9 on the plans or as directed.
10 5. Surface compaction and finishing shall proceed in such a manner as to produce, in
11 not more than 2-hours,a smooth,closely knit surface,free of cracks, ridges or
12 loose material,conforming to the drawn grade and line shown on the plans.
13 6. After the final layer or course of the cement modified soil has been compacted, it
14 shall be brought to the required lines and grades in accordance with the typical
sections.
16 7. The completed section shall then be finished by rolling with a pneumatic tire or
17 other suitable roller sufficiently to create micro cracking.
18 I. Curing
19 1. General
20 a. Cure for at least 72 hours.
21 b. Maintain the moisture content during curing at no lower than 2 percentage
22 points below optimum,
23 2. Curing method depends on finished pavement type:
24 a. Concrete pavement:
25 1) Sprinkle with water
CITY OF FORT WORTH 2014 CIP YEAR 2--CO6VTRACT 1,UNIT 3
STANDARD CONSMUC71ON SPECIFICATION DOCUMEN ' 02369
Revised My 1,2011
32 1133-11
CEMENT TREATED BASE COURSES
Page 11 of 12
1 2) Maintain moisture during curing
2 3) Do not allow equipment on the finished course during curing except as
3 required for sprinkling, unless otherwise approved.
4 b. Asphalt Pavement:
5 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard.
6 2) Do not allow equipment on the finished course during curing
7 3. Continue curing until paving operations begin.
8 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
9 3.6 RE-INSTALLATION [NOT USED]
10 3.7 FIELD QUALITY CONTROL
11 A. Density Test
12 1. City Project Representative must be on site during density testing
13 2. City to measure density of cement treated base course in accordance with ASTM
14 D6938.
15 3. Spacing directed by City(1 per block minimum).
16 4. City Project Representative determines density testing locations.
17 B. Depth Test
18 1. Take minimum of one core per 500 linear feet per each direction of travel
19 staggering test location in each lane to determine in-place depth.
20 2. City Project Representative determines depth testing locations.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
3211,33-12
CEMENT TREATED BASE COURSES
Page 12 of 12
1 3.8 SYSTEM STARTUP[NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE[NOT USED]
7 3.14 ATTACHMENTS[NOT USED]
8 END OF SECTION
9
Revision Log
DATE NAME SUMMARY OF CHANGE
10
OTC'OF FORT WORTH 2014 CIP YEAR 2.CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION 5PECIFicxn0N DOCUMENT'S 02369
ReOsed Judy 1,201,1
32 /z m |
ASPHALT PAVING
Page/ of 23
}
SECTION 32 12 16
^ ASPHALT PAVING
3 PART l - GENERAL
4 1.1 SUMMARY
5 A. Construct a pavement layer composed of a compacted, dense-graded mixture of
6 aggregate and asphalt binder for surface or base courses.
7 B. Standard Detail
8 |. B.M./\Z. Pavement Construction Details
g C. Deviations from City of Fort Worth Standards
|0 l. None
|) D. Related Specification Sections include but are not necessarily limited to
12 l. DivisionO-BiddingRcquircnucnis, Coniruc Forms, and Conditions of the Contract
13 2. Division l General Requirements
14 J. Section 320l /7- Permanent Asphalt Paving Repair
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 l. Measurement
18 a. Asphalt Pavement: measure hv the square yard of completed and accepted
19 asphalt pavement in its final position for various thicknesses and types.
20 b. B.M./\.C. Transition: measure by the ton of composite hot mix.
21 c. Asphalt Base Course: measure by the square yard of completed and accepted in
22 its final position for various thicknesses.
23 d. R.M./\.C. Pavement Level Op: measure by the ton of completed and accepted
24 io its final position.
25 c. R.M./\.C. Speed Cushion: measure by each completed and accepted in its final
26 position.
27 2. Payment: Based on the work performed and all materials furnished and subsidiary
28 work and materials include:
29 u. shaping and fine grading the roadbed
30 b. furnishing, loading and unloading, storing, hauling and handling all rnu1criu|a
31 including all freight and royalty
33 c. traffic control for all testing
33 d. asphalt,aggregate, and additive
34 c. materials and work needed for corrective action,
35 f. equipment, labor,tools
36 g. trial batches,
37 h. tack coal,
38 i. rcnnovu| and/or sweeping excess material.
CITY op FORT WORTH zo/4c/p YEAR z-cowrnxcr/�UNIT s
aTAwmxoncowarnucrmmmpsc/ncxrmmuocumcwra 02369
Revised July 1,2011
321216-2
A.S.PH err;rPAVING
Page 2 of'23
1 1.3 REFERENCES
2 A., Abbreviations and Acronyms
3 1w RAP(reclaimed asp�halt pavernent)
4 2. SAC(surface aggregate ckssification)
5 3. BRSQC(Bituminous Rated Source Quality Catalog)
6 4. At :P(Aggregate Quality Monitoring Prognim)
7 5. H.M.A.C. (Hot Mix Asphalt Concrete)
8 6. WMA(Wann Mix Asphalt)
9 B. Reference Standards
10 14 Reference standards cited in this specification refer to the current reference staridard
11 published at the time of the latest revision date logged at the end of this
12 specification,unless a date is specifically cited.
13 2. National Institute of Standards and Technology(NIST)l
14 an Handbook 44-2007 Edition: Specifications,Tolerances,and Other I echnical
15 Requirements for Weighing and Measuring Devices
16 3. ASTM International (ASTNfl:
17 a. ASTM D6084-06 Standard"Fest Method for Elastic Recovery of Bituminous
18 Materials by Ductilorneter
19 4. Arnerican Association of State Hig
;hway and Transportation Officials
20 a. MP2 Standard Specification for Superpave Volutnetric Mix Design
21 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
22 (HMA)
23 c. T'201,Kinematic Viscosity of Asphalts(Biturnens)
24 d. T202 Standard Method of Test for''Viscosity of Asphalts by Vacuurn Capillary
25 Viscometer
26 e. T 316 Standard Method of Test for Viscosity Detennination of Asphalt Binder
27 Using Rotational Viscon!ieter
28 f TP 1-93 Test Method.for Determining the Flexural Creep Stiffness of Asphalt
29 Binder I.Aing the Bending Beam Rheorneter(13138)
30 5. Texas Department ofTransportation
31 as Bitunimous Rated Source Quality atalog(BRSQQ
32 b. TEX 100-E, Surveying and Sampling Soils for Hi, hways
33 c. Tex 106-E, Calculating the Plasticity Index of Soils
34 d. Tex 107•E,Determining the Bar Linear Shrinkage of Soils
35 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
36 f. Tex 203-F, Sand Equivalero"Fest
37 g. Tex-204-F, Design of Bituminous Mixtures
38 K Tex-207-T,1 eten ninin lknsity of Compacted Biturninous Mixtures
39 i. Tex 217-F, Determining Weterious Material and Decantation'rest for Coarse
40 Aggregates
41 j. Tex-226-F,Indirect Tensile Strength Test
42 k. 1°ex-21274, Theoretical Maximum Slv,ci Fic Gravity of Biturnlinous Mixtures
43 1. Tex-243-F,,rack Coat Adhesion
44 In. Tex-244-F,Thermal profile of Hot Mix Asphalt
45 n. Tex 280-F, Detenniriation of Flat and [".Jon gated particles
CITY OF FORT WORTI 1 2014 CIP YEAR.2-CONTRACT 1,UNIT3
STANDARD CONSIRUCTION SPECIFICATION DOCUMETfl'S 02369
RevisM July 1,2011
32 12 16-3
ASPHALT PAVING
Page 3 ol'23
I o. Tex 406-A, Material Finer Than 75 µrn (No. 200) Sieve in Mineral Aggregates
2 (Decantation Test for Concrete Aggregates)
3 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete
4 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine
5 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
6 s. Tex 460-A, Determining Crushed Face Particle Count
7 t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion
8 u. Sulfate
9 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures
10 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified
11 Asphalt Systems
12 x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
13 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales
14 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
15 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
17 1.5 ACTION SUBMITTALS [NOT USED]
18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1.
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD CONDITIONS
25 A. Weather Conditions
26 1. Place mixture when the roadway surface temperature is equal to or higher than the
27 temperatures listed in Table 1.
28 Table 1
29 Minimum Pavement Surface Temperatures
Minimum Pavement Surface Temperatures in
Degrees Fahrenheit
Originally Specified High Subsurface Layers or Surface Layers Placed in
Temperature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 45 50
PG 70 1 55' 1 60'
PG 76 or hi >her 60' 1 60'
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1.UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
321216-4
ASPHALTPAVING
Page 4 of 23
1 Contractors may pave at temperatures 10*Flower than the values shown in Table 1
2 when utilizing a paving process including A.or equipment that eliminates thermal
3 segregation. In such cases,the contractor must use either a hand held thermal camera
4 or a hand held infrared thermometer operated in accordance with Tex-244-F to
5 demonstrate to the satisfaction of the City that the uncompacted mat has no more than
6 10'F of thermal segregation.
7
8 2. 1-Wess otherwise shown on the plans,place mixtures only when weather conditions
9 and moisture conditions of the roadway surface are suitable in the opinion of the
10 City,
11
12 1.12 WARRANTY [NOT USED]
13 PART 2 - PROD U`CTS
14 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
15 2.2 MATERIALS
16 A. General:
17 1. Furnish uncontarninated materials of uniforn-i quality that meet the requirements of
18 the plans and specifi cations.
19 2. Notify the City of all material sources.
20 3 Notify the City before changing any material source or formulation.
21 4. When the CONTRACTOR makes a source or formulation change,the City will
22 verify that the requirements of this specification are met and may require a new
23 laboratory mixture design,trial batch,or both.
24 5. The City may sample and test project niaterials at any time during the project to
25 verify compliance,
26 6. The depth of the compacted lift should be at least two times the nominal maximunn
27 aggregate size.,
28 B. Aggregate.
29 1. General:
30 a. Furnish aggregates from sources that confiorni to the requirements shown in
31 Table 1,and as specified in this Section,unless otherwise shown on the plaris.
32 b. Provide aggrregatestockpiles that meet the definition in this Section for either
33 coarse aggregate or fine aggregate.
34 c. When reclaimed asphalt pavement(RAP)is allowed by plan note, provide RAP
35 stockpiles in accordance with this Section.
36 d. Aggregate from RAP is not required to meet Table 2 requirements unless
37 otherwise shown on the plans.
38 e. Supply mechanically crushed gravel or stone aggregates that meet the
39 definitions in Tex 100 E.
40 f Sairil-fles must be from materials produced for the project.
41 g. The City will establish the surface aggregate classification(SAC)and per-form
42 Los Angeles abrasion,magnesium sulfate soundness,and NMicro-Deval tests.
CITY OF FORT WOR711 2014 CIP YE.AR 2-CONTRACT 1,UNIT 3
STANDARD CONS'MUCTION SPECIFICATION DOCUMENTS 02369
Revisal July 1,201 1
32 12 16-5
ASPHAL,'T PAVING
Page 5 of 23
I h. Perform all other aggreg'Itre quarlit]y tests fisted in Table 2.
2 i. Document all test results on the MiXtUre design report,
3 j. The lity may peri"orm tests on independent or split samples to verify
4 CONTRA test results,
5 L Stockpile aggregates for each source and type separately and designate for the
6 City.
7 1. Determine aggregate gradations for mixture design and production testing
8 based on the washed sieve analysis given in Tex 200 F,Part 11.
9
Table 2
g e ate Qualiq Re ui�remertts
xg� . �tj..
arty Method Requirement
ment
Coarse A me ate
SAC AQMP As shown on fans
Deleterious material,
_2SLcent, man Tex 217.-F, Part 1 105
Decantation,_percent,max Tex-2l" Part 11 1.5
Micro-Deval abrasion,
_._ scent, may __.rex-461-A, ---Note I
Los Apg ales abrasiofj, ercc nt,may Tex-410®A 40
m. �esium sulfate soundness, 're 4l I-A 307--
Coarse aggregate angularity,2 crushed Faces, Tex.460-A, Part 1 85'
ercent,min
....
Flat .........._jmay.... 2-8 0__-F 10
_
Finp A
Aggn,,,ate___._,... .....
Linear shrinks)e, c�rcent,max Tex-107-E
Combined a re ate
Tex-2E3:-F�= 45
Sand
L Not used for acceptance puiposes.Used by the City i's an indicator of the need for further investigation.
2. Unless othenvise shown on the plans.
3.Unless otherwise shown on the plans,Only applies to crushed(»ravel.
10 rn. Coarse Aggregate.
1.1 1) Coarse aggregate stockpiles must have no more than 20 percent material
12 passing the No. 8 sieve.
13 2) Maximum aggregate size should not be over half of the proposed lift depth
14 to prevent particle on pailicle contact iSSLICS,
15 3) Provide aggregates from sources listed in the B.RSQC.
16 4) Provide aggregate from nonlisted sources only when tested by the City
17 and/or approved before use.
18 5) Allow 30 calendar days for the City to sample,test,and report results for
19 nonfisted sources.
20 6) Class B aggregate ineeting all other requirement's in Table 2 may be
21 blended with a Class A aggregate in order to meet requireirients for Class A
22 materials,.
23 7) When blending Class A and B aggregates to meet a Class A requirement,
24 ensure that at least 50 percent by weight of the material retained on the
25 No. 4 sieve comes from the Class A aggregate source.
26 8) Blend by volume if the bulk speci fic gravities of the Class A and B
27 aggregates differ by more than 0.300.
MY OF FORT WORTH 2014 CIP YEAR 2-('()]"G'RACT 1,UNIT 3
STANDARD CONSTR M XTION SP ECIFICA'rioN DOCUM E NTS 02369
Revised July ID,2011
321216-6
ASPHALT PAVB.qG
Page 6 of 23
9) When blending,do not use Class C or D aggiegates.
2 10)For blending purposes,coarse aggregate from RAP will be considet"(11d.as
3 Class B aggregate. AC sho the
4 11) Provide coarse aggregate with at least the minimum.SAC wn on
5 plans.
6 12) SAC requirenrients apply only to aggregates used on the surface of travel
7 lanes,unless otherwise shown on the plans.
8 n. RAP is salvaged,milled,pulverized,broken,or crushed asphalt pavenient.
9 1) No RAP permitted for TY111E D H.M.A.C.
10 2) Use no more than 20 percent RAP cure TYPE B H M.A.C. unless otherwise
11 shown on the plans.
12 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch
13 sieve.
14 4) RAP from either CONTRACTOR or City, Including RAP generated during
15 the Project,and is permitted only when shown on the plans.
16 5) (_Ity-owned RAP, if allowed for use,will be available at the location
17 shown on the plans,
18 6) When RAP is used,deterin ine asphalt content and gradation for mi xturc
19 desi?
,;n 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 inixtures unless otherwise shown on the plains.
23 9) Do not use RAP contaminated with dirt or other objectionable materials,
24 10) Do not use the RAP if the decantation value exceeds 5 percent and the
25 plasticity index is greater than 8.
26 11) Test the stockpiled RAP for decantation in accordance with the laboratory
27 method given in'l"ex,406-A, Part L
28 12) Determine the plasticity index using Tex.-106-E if the decantation value
29 exceeds 5percent.
30 13) The decantation and plasticity index requirements do not apply to RAP
31 samples with asphalt removed by extraction,
32 14)Do not internfingle CONTRACTOR-owned RAP stockpiles with City-
33 owned RAP stockpiles.
34 15) Remove unused CONTRACTOR olkned RAP material from the project
35 site upon completion of the prullect.
36 16) Return unused("ity-owned RAP to the designated stockpile location.
37 o. Fine Aggregate.
38 1) Fine aggregates consist of manufactured sands, screenings, and field sands.
39 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3.
40 3) Supply fine aggregates that are free from organic unpufities.
41 4) The City may test the fine aggregate in accordance with Tex408-A to
42 verify the material is free from organic unpunties,
43 5) At most 15 percent of the total aggregate may be field sand or other
44 uncrushed Time aggregate,
45 6) With the exception of field sound,use Time aggregate from coarse aggregate
46 sources that meet the requiretuents, shown in Table 2, unless otherwise
47 approved.
CITY OF-FORT WORTH 2014 C I.P YEAR 2.,C'0NIRAC`T 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02,369
Revised July 1,2011
r /2 /o-r
ASPHALT PAVING
Page rvro
| 7) /f|O percent or more of the stockpile ia retained on the No. 4 sieve, test the
2 stockpile and verify that it meets the requirements in 7ub|c | for coarse
3 aggregate angularity(7ex-460-A)and flat and elongated particles
4 (Tcx-200-F).
Table
K�ra�adoo ��c � � $o �� /� re ate
percent Passing by Weight or
Sieve Size Volume
#8 70-100
#200 0-30
5
6 2. Mineral Filler. Mineral filler consists of finely divided mineral matter such us
7 agricultural lime, crusher fines, hydrated \innc, cement, or fly ash. Mineral filler is
8 allowed unless otherwise shown on the plans. Do not use more than 2percent
9 hydrated lime or cement, unless otherwise shown on the plans.The plans may
\O require or disallow specific mineral O||co. When used, provide mineral filler that:
\l u. is sufficiently dry, free-flowing, and free from clumps and foreign matter;
12 b. does not exceed 3 percent linear shrinkage when tested in accordance with
13 Tex-107-E; and meets the gradation requirements in Table 4.
14 Table
15 Gradati III Requirements for Mineral Fill
percent Passing by Wei ght or
Sieve Size Volume
#8 100
#200 55-100
|h
17 3. BuubouscPincs. Fines collected by the haohouscor other dust-collecting equipment
18 may be reintroduced into the mixing drum.
19 4. Asphalt Binder. Furnish the type and grade of performance-graded (PG) asphalt
20 binder specified as follows:
21 u. Performance-Graded Binders. PG binders must be smooth and homogeneous,
22 show no separation when tested io accordance with 7cz-54O-C, and meet
23 Table 5requirements.
CITY op FORT WORTH zo/4c/p YEAR 2-cowruAcr1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
4"`=➢ of �S
Y
A
R
cq A
Y
A c kn
u
A
°C rn A en
8�.
� rmv CR^
cq
en en
cl •�
A Neq lf�
rq
Y
� r
Ora
u A �
cc
o
~ _
CL A
Nr
6
00 00
as
A rq
cl
9 ;
o�
s
CL
as cc
Q �
C W
CIS �a
as m �� �
4„ F-
� �
i m �a - CK
" ,a a� ,...��
CL
l �
CL IZ
cd Z M,M
�' r� TZ
00 00
cq 7
Z
C,
00 C,4
CA
gt p
TEE
:3 VII
Nr
eq
rA 00
ri 0
- V,
Do
00 0
t
w rn rq 'A
cc
'o 00 00
00 CIA
e
cl '.., o
71 -U
IN
>
67
V3 co
00
v
IN T
od—
gl,
eq v mg a r.,
00 00 00
e� maw C4
00
Q
r..L
all
Qn
00
All 11h,
tri
t:
U, IQ
C4 %
0 ct
EL
as 73
OU 15 Ea 6
'R
r wry -rl
p,
6 '62
E S, 0
V u
ILI cq a% E a
c� :5
P IV 0
W� 0 N" yry
V, 25
..., 's Xj
E ,A
ri tu cn
"
ra° w
to UZ 1� V , t,
to
sP 9i 6.m 4mw 0 03
>
Z
4:
o
v V nd,
321216-10
ASPHALT PAVU'4G
Page 10 of'23
2 b. Separation testing is not required if:
3 1) a modifier is introduced separately at the mix plant either by injection in the
4 asphalt line or mixer, s, or binder
5 2) the binder is blended on site in continuously agitated tank
6 acceptance is based on field samples taken from an in-line sampling port at
7 the hot mix plant after the addition of modifiers.
8 5. Tack Coat:
9 a. Unless otherwise shown on the plans or approved, furnish CSS-11.1, SS-114,or a
1.0 PG binder with a minimum high-ternperature grade of PG 58 for tack coat
I I binder in accordance with Section 2.2.A.5.
12 6. Additives.
13 a. General:
14 1) When shown on the plans,use the type and rate of additive specified.
15 2) Other additives that facilitate mixing or improve the quality of the mixture
16 may be allowed when approved.
17 b. Liquid Antistripping Agent.
18 1) Fumish and incorporate all required asphalt antistripping agents in asphalt
19 concrete paving mixtures and asphalt:-stabilized base mixtures to meet
20 moisture resistance testing requirenients.
21 2) Provide a liquid antistripping agent that is uniform and shows no evidence
22 of crystallization, settling,or separation.
23 3) Ensure that all liquid ant'istripping agents arrive in:
24 a) properly labeled and unopened containers,as shipped from the
25 manufacturer,or
26 b) sealed tank trucks with an invoice to show contents and quantities.
27 c) Provide product inforination to the City including:
28 (1) Material safety data sheet
29 (2) Specific gravity of the agent at the manufacturer's recommended
30 addition temperature,
31 (3) Manufacturer's recomniended dosage range,and
32 (4) Handling and storage insixtictions.
33 4) Addition of lime or a liquid antistfipping agent at the Mix Plant,
34 incorporate into the binder as follows:
35 a) Bandle in accordance with the manufacturer's recommendations.
36 b) Add at the manufacturer's recommended addition temperature.
37 c) Add into the asphalt line by means of an in-line-metering device.
38 c. Liquid Asphalt Additive Meters,
39 1) Provide a means to check the accuracy of meter output for asphalt primer,
40 fluxing material, and liquid additives.
41 2) Furnish a meter that reads in increments of 0.1 gal.or less.
42 3) Verify accuracy of the meter in accordance with"I"ex-923-K.
43 4) Ensure the accuracy of the meter within 5.0 percent.
44 7. Mixes
45 a. Design Requirements:
46 1) Unless otherwise shown on the plans, use the typical weight design
47 example given in Tex-2044,Part 1,to design a mixture meeting the
48 requirements listed in Tables 2 through 8.
UTY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD C'ONSTRUCTION SPECIFICATION D(_XAJMEN 11", 02369
Revised July. 1,2011
32 12 16- 11
ASPHALT PAVING
Page 11 of 23
1 2) FunAsh the City with representative samples of all triaterials used in the
2 Mixture design,
3 3) The City will verify the Mixture design.
4 4) If the design cannot be verified by the City, furnish another mixture,design.
5
Table 6
Master Gradation Bands(percent Passing by Weight or Volume)
and Volumetric Pro,)erties
Sieve B C D
Size Fine Coarse Fine
Base Surface Surface
I PQ 98,0-100.0
3/4" 84.0-9&0 95AHKO
1/2" 98.0-100.0
3/81v 60.0-.-80,0 70.0--85.0 85.0-100.0
#4 40v060.0 41043.0 50.0-X0
44�O 35.0-46.0
——------ __2,_9__.x:...4. 3--.0
#50 6.0--20.0 7.0-21.0 TO.-20.0
#200 2.0-7.0 L2.0-7.0 2.0-7.0
DesigjYMA c
�,__p_Lrcent Minimum
13.0 15.0
Plant Produced VMA, Dercent Minimum
............ ......................
13.0
I Voids in Mineral Aggregales.
6
7
8 Table 7
9 Lab!)r
A!!! l Lxture Desi n P
Test
e�' n-
'rr
10 Property Requirement
11 lA�leth®d
Tarltlal n i7ex-207-F
12 er�ent.... "I' 96V
p 7 -
13 Tensile strength (dry), psi(m.olded to 93 re
14 _percent:hl per �nt density re 85200'
.............. ..........
15 WI FeW_ 1'ex-530-C
16 1,Unless olhemise shown on the plans,
17 2,May exceed 200 psi when N)proved mid may be waived when approved.
3.Used to establish baseline for comparison to production results.May be waived when
18 approve4L
19
20 8. Warm Mix Aspharit(WN4A)
21 a.. WMA is defined as additi ves or processes that allow a reduction in the
22 temperature at which asphalt mixtures are produced and placed.
23 b. WMA is allowed for use at the CONTRACTOR's option unless otherwise
24 shown on the plans.
25 c. Produce an asphalt inixture within the teniperature range of 215 degrees F and
26 275 degrees F.
CrTY OF FORT WORTH 2014 CIP YEAR Z-CONTRAC I'l,UNIT 3
STANDARIXONSTRUClION SPECHICATION EKKUMFN I'S 02369
Revised July 1,2011
32 12 16-12
ASPHALT PAVING
Paige,12 of 23
d. When WMA is not required as shown on plans,prodiuce an asphalt mixture
within the temperature range of 215 degrees F and 275 deg).ees
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3® EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT (ISED1
9 3.3 PREPARATION
10 A. Hauling Operations
11 L Before use, clean all truck beds to ensure inixture is not contaminated.
12 2. When a release agent is necessary to coat truck beds,use a release agent approved
13 by the City.
14 3. Petroleum based products,such as diesel fuel, should not be used.
15 4. If wind, rain,temperature or haul distance impacts cooling, insulate truck beds or
16 cover the truck bed with tarpaulin.
17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
20 A. Equipment.
21 l,. General:
22 a. Provide required,or necessary eqUipinent to produce, haul, place,compact,and
23 core asphalt concrete pavement.
24 b. Ensure weighing and measuring equipment complies with specification.
25 c., Syndironize equiprnent to produce a mixture,meeting the required proportions.
26 2. production Equipment:
27 a. Provide:
28 1) drurn-mix type, weifg!h-batch,or modified weigh-batch,mixing plants that
29 ensure a uniform,continuous production;
30 2) automatic proportioning and measuring, devices with interlock cut-off
31 circuits that stop operations if the control system malfunctions;
32 3) visible readouts indicating the weight or volurne of mphalt and aggregate
33 proportions;
34 4) safe and accurate means to talce required sampl!es by inspection forces;
35 5) per-nanent means to check the output of metering devices and to perfiorm
36 calibration and weight checks;
37 6) additive-feed systerns to ensure a uniform,continuous material flow in the
38 desired proportion.
39 3. Weighing and Measuring Equipment.
40 a. General.
CITY OF FORT WORTH. 2014 C"., P YEAR 2-CONTRACT�,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION EKKI MENTS
Revised July 1,2011 02369
szo /6' n
ASPHALT PAVING
Page ov/23
I |) Provide weighing and measuring equipment for materials measured m
z proportioned by weight orvolume.
3 2) Provide ccdificdscales, scale installations, and measuring equipment
4 nncchng the requirements ofNl8T Handbook 44, except that the required
5 accuracy must he0.4 percent ofthe material being weighed or measured.
6 3\ Furnish |cuk-�ccweighing containers large enough to~hold aconop|c1e
7 batch of the material being measured.
8 b. Truck Scales.
9 |) Furnish platform truck scales capable of weighing the entire truck or truck-
10 trailer combination in aoingle draft.
|/ c. Aggregate Batching Scales.
12 /) Equip scales used for weighing aggregate with a quick adjustment utzero
l] that provides for any change intare.
14 2> Provide a visual means that indicates the required weight for each
15 aggregate.
16 d. Suspended Hopper.
17 |) Provide a means for the addition or the removal of small amounts of
18 material to adjust the quantity to the exact weight per batch.
19 2) Ensure the scale equipment iulevel.
20 c. E}c|t 5ou|cs.
21 i) Use belt scales for proportioning aggregate that are accurate to within 1.0
22 percent based on the average ufJ test runs, where no individual test run
23 exceeds 2.0 percent when checked in accordance with Tex-920-K.
24 f. Asphalt Material Meier.
25 |\ Provide an asphalt material meter with an automatic digital display of the
26 volume ur weight ofasphalt material.
27 2) Verify the accuracy of the meter in accordance with Teu-92l-}{.
20 3) When using the asphalt meter for payment purposes, ensure the accuracy of
29 the meter in within 04percent.
]O 4) When used to measure component materials only and not for payment,
]l ensure the accuracy of the meter inwithin 1.0 percent.
32 g. Liquid Asphalt Additive Meters.
]J |) Provide a means to check the accuracy of meter output for asphalt primer,
34 fluxing material, and liquid additives.
35 2\ Furnish a meter that reads in increments of 0.1 gallon or less.
36 3\ Verify accuracy of the meter in accordance with Tex-92]-l{.
37 4) Ensure the accuracy of the meter within 5.0percent.
}X 4. Drum-Mix Plants. Provide u mixing plant that complies with the requirements
]9 hehvv.
40 u. Aggregate Feed System.
41 l) Provide:
42 a\ u minimum of) cold aggregate bin for each stockpile ofindividual
43 materials used 10 produce the mix;
44 h\ bins designed io prevent overflow nfmaterial;
45 c\ scalping screens nr other approved methods 10 remove any oversized
46 nna1criu|, roots, or other objectionable materials,
47 d) afeed system toensure a uniform, continuous nno1eriu| flow in the
48 desired proportion tothe dryer;
49 e) on integrated means for moisture compensation;
CITY np FORT WORTH zn/4cn YEAR z'cnwTnxcr/`UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
I2 1216..•14
ASPHAL'i"PAVING
Page 14 of 23
f) belt scales,weigh box,or other approved devices to measure the weight
2 of the combined aggregate; and pted
3 g) cold aggregate bin flow indicators that auton-taticall rr uy signal inte
4 material flow.
5 b. Reclaimed Asphalt Pavement(RAP)Feed System.
6 1) Provide a separate system to weigh and feed RAP into the hot mix plant.
7 c. Mineral Filler Feed System,
8 1) Provide a closed system for mineral filler that maintains a constant supply
9 with minimal loss of material through,the exhaust systern.
10 2) Interlock the measuring device into the automatic plant controls to
11 automatically adjust the supply of mineral filler to plant pro�duction and
12 provide a consistent percentage to the mixture.
13 d. Heating,Drying,and Mixing Systems.
14 1) provide:
15 a) a dryer or mixing system to agitate the aggregate during heating;
16 b) a heating system that controls the temperature during production to
17 prevent aggregate and asphalt binder dwriage;
18 c) a heating system that completely bums fuel and leaves no residue; and
19 d) a recording thermometer that continuously measures and records the
20 mixture discharge temperature.
21 e) Dust collection system,to collect excess dust escaping from the drum.
22 e. Asphalt Binder Equipment.
23 1) Supply equipment to heat binder to the required temperature.
24 2) Equip the heating apparatus with a continuously recording thennorneter
25 located at the higjiest temperature point.
26 3) Produce a 24 hour chart of the recorded temperature,
27 4) Place a device with automatic temperature compensation that accurately
28 meters the binder in the line leading to the mixer.
29 5) Furnish a sampling port on the line between the storage tank and mixer.
30 Supply an additional sampling port between any additive blending device
31 and mixer.
32 f Mixture Storage and Discharge,
33 1) Provide a surge-storage system to minimize intemiptions during operations
34 unless otherwise approved.
35 2) Furnish a gob hopper or other device to minimizz segregation in the bin.
36 3) Provide an automated system that weighs the mixture upon discharge and
37 produces a ticket showing:
38 a) date,
39 b) project identification number,
40 c) plant identification,
41 d) mix identification,
42 e) vehicle identification,
43 f) total weight of the load,
44 g) tare weight of the vehicle,
45 h) weight of mixture in each load, and
46 i) load number or sequential ticket number for the day.
47 g. Truck Scales.
48 1) Provide standard platform scales at an approved location.
CFrY OF FOR"TWOR711 20 4 CU.'YEAR 2.-CON'71'RAE'r i.,UNU 3
STANDARD CONSTRI JCTION SPECIFK"A'1790N WCUMI-NI'S 02369
Revised July 1,2011
szuw' /5
ASPHALT PAVING
Page swrz3
) 5. Weigh-Batch Plants. Provide anuizing plant that complies with Section 22B.4
2 "Drum-Mix P|ants,,except as required below.
3 u Screening and Proportioning.
4 |) Provide enough hot bins 10 separate the aggregate and iocontrol
5 proportioning of the mixture type specified.
u u) Supply bins that discard excessive and oversized nnuicriu| through
7 overflow chutes.
8 b) Provide safe access for inspectors io obtain samples from the hot bins.
g b. Aggregate Weigh Box and Bu1chingScales.
10 |) Provide u weigh box and bo8ching scales io hold and weigh ucomplete
)| batch ofaggregate.
12 2) Provide an automatic proportioning system with /ow bin indicators that
13 auionno1icu\|y stop when material level in any bin in not sufficient io
14 complete the batch.
15 c. Asphalt Binder Measuring System.
16 |) Provide bucket and scales of sufficient capacity to hold and weigh binder
17 for l batch.
18 d. Mixer.
19 l\ Equipment mixers with un adjustable automatic timer that controls the dry
20 and wet mixing period and locks the discharge doors for the required
21 mixing period.
22 2) Furnish a pug mill with u mixing chamber large enough 10 prevent spillage.
23 6. Modified Weigh-Batch Plants. Provide u mixing plant that complies with Section
24 2.2.B|.5. "Weigh-Batch Plants," except as specifically described below.
25 a. Aggregate Feeds.
20 }) Aggregate control is required u1 the cold feeds. Hot bin screens are not
27 required.
28 b. Surge Bins.
29 () Provide i or more bins large enough to produce / complete batch of
30 mixture.
31 c. Hauling Equipment.
32 l) Provide trucks with enclosed sides to prevent asphalt mixture loss.
33 2) Cover each load of mixture with waterproof tarpaulins.
34 ]) Before use, clean all truck beds tu ensure the mixture in not contaminated.
35 4) When necessary, coat the inside truck beds with an approved release agent
36 from the City.
37 d. Placement and Compaction Equipment.
30 |) Provide equipment that does not damage underlying pavement.
39 2) Comply with |uvvn and regulations concerning overweight vehicles.
40 3) When permitted, other equipment that will consistently produce satisfactory
41 results may beused.
42 7. Asphalt Paver.
43 a. General:
44 /\ Furnish a paver that will produce ufiniahed surface that meets longitudinal
45 and transverse profi|e_typical section, and placement requirements.
46 2) Ensure the paver does not support the weight of any portion ofhauling
47 equipment other than the connection.
48 3) Provide loading equipment that does not transmit vibrations or other
49 motions to the paver that adversely affect the finished pavement quality.
CITY or FORT WORTH zn|or/r YEAR z-comrmAcr/�UNIT 3
ormvmxx000msTmucTmwspeop/cAnoxoocuwsmro 02369
Revised July 1,2011
32 12 16-16
ASPHAIX PAVNG
Page 16 of 23
1 4) Equip the paver with an automatic,dual,I ongitudi nal-grade control system
2 and an automatic,transverse-grade control system.
3 b. Tractor Unit.
4 1) Supply a tractor unit that can push or propel vehicles,duniping directly into
5 the finishing machine to obtain the desired lines and &mides to eliminate any
6 hand finishing.
7 2) F'quip the it with a hitch sufficient to maintain contact between the
8 hauling equiprnent's rear wlicels and the finishing machine's pusher rollers
9 while mixture is unloaded.
10 c. Screed.
1'1 1) Provide a heated compacting screed that will produce a finished surface
12 that meets longitudinal and transverse profile,typical section, and
13 placement requirements.
14 2) Screed exteillisions must provide the same compacting action and heating as
15 the main unit unless otherwise approved.
16 d. Grade Reference.
17 1) Provide a girade reference with enough support that the maximiurn
18 deflection does not exceed 1/16 inch between suppoils.
19 2) Ensure that the lorigitudinal.controls can operate,from any longitudinal
20 grade reference including a string line, ski,mobile string line, or matching
21 shoes.
22 3) Fumish paver skis or mobile string line at least 40 feet long unless
23 otherwise approved,
24 8. Material Transfer Devices.
25 a. Provide the specified type of device when shown on the plans.
26 b. Ensure the devices provide a confiIIIJIDLIS, Ullif6mi mixture flow to the aspliialt
27 paver.
28 c. When used,Provide windrow pick-up equipment constructed to pick up
29 substantially all roadway mixture placed in the windrow.
30 9. Remixing.Equipment.
31 a. When required,provide equipment that includes a pug mill, variable pitch
32 augers,or variable diameter augers operating under a storage it with a
33 minimum capacity of 8 tons.
34 100 Motor Grader.
35 a. When allowed,provide a self-propelled grader with a blade lengrth of at least 12
36 feet and a wheelbase of at least 1.6 feet.
37 11. 111andheld Infrared Tlien.norneter.
38 a. Provide a handheld inftared thermometer meeting the mquirements of
39 Tex-244-F.
40 12. Rollers.
41 a. The CONTRACTOR may use aiiy type of roller to meet the production rates
42 and quality requirements of the Contract unless otherwise shown on the plans
43 or directed.
44 b. When specific types of equipment are r-equired,use equipment that meets the
45 specified requirements.
46 c. Alternate Equipment.
47 1) Instead of the specified equipment,the CONTRACTOR may, as approved,
48 operate other compaction equipment that produces equivalent results.
CFT'Y OF FORT WORTH 2014 CI.P YEAR 2-CONTRACT I,UNIT 3
STANDARD CONSTRUCTION SPECIFICA TION DMUMENTS 02369
Revised July 1,2011
32 12 16-17
ASPHALT PAVING
Page 17 of 23
1 2) Discontinue the use of the alternate equipment and furnish the specified
2 equipment if the desired results are not achieved.
3 d. City may require CONTRACTOR to substitute equipment if production rate
4 and quality requirements of the Contract are not met.
5 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as
6 required or approved.
7 14. Distributor vehicles.
8 a. Furnish vehicle that can achieve a uniform tack coat placement.
9 b. The nozzle patterns, spray bar height and distribution pressure must work
10 together to produce uniform application.
11 c. The vehicle should be set to provide a"double lap"or"triple lap"coverage.
12 d. Nozzle spray patterns should be identical to one another along the distributor
13 spray bar.
14 e. Spray bar height should remain constant.
15 f. Pressure within the distributor must be capable of forcing the tack coat material
16 out of spray nozzles at a constant rate.
17 15. Coring Equipment.
18 a. When coring is required, provide equipment suitable to obtain a pavement
19 specimen meeting the dimensions for testing.
20 B. Construction.
21 1. Design, produce, store,transport,place, and compact the specified paving mixture
22 in accordance with the requirements of this Section.
23 2. Unless otherwise shown on the plans, provide the mix design.
24 3. The City will perform quality assurance(QA)testing.
25 4. Provide quality control (QC)testing as needed to meet the requirements of this
26 Section.
27 C. Production Operations.
28 1. General.
29 a. The City may suspend production for noncompliance with this Section.
30 b. Take corrective action and obtain approval to proceed after any production
31 suspension for noncompliance.
32 2. Operational Tolerances.
33 a. Stop production if testing indicates tolerances are exceeded on:
34 1) 3 consecutive tests on any individual sieve,
35 2) 4 consecutive tests on any of the sieves, or
36 3) 2 consecutive tests on asphalt content.
37 b. Begin production only when test results or other information indicate,to the
38 satisfaction of the City, that the next mixture produced will be within Table 9
39 tolerances.
40 3. Storage and Heating of Materials.
41 a. Do not heat the asphalt binder above the temperatures specified in Section
42 2.2.A. or outside the manufacturer's recommended values.
43 b. On a daily basis,provide the City with the records of asphalt binder and hot-
44 mix asphalt discharge temperatures in accordance with Table 10.
45 c. Unless otherwise approved, do not store mixtures for a period long enough to
46 affect the quality of the mixture, nor in any case longer than 12 hours.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
32 12 16 8
ASPHALT PAVrNG
Page 18 of 23
1 4. Mixing and Discharge of Materials.
2 a. Notify the City of the target discharge temperature and produce the mixture
3 within 25 degrees F of the target.
4 b., Mi I onitor the temperature of the material in the truck before shipping to ensure
5 that it does not exceed 350 degrees F.The City will not pay for or allow
6 placement of any mixture produced at more than 350 deg,rees F.
7 c. Control the mixing time and teniperature so that substantially all moisture is
8 removed from the mixture before discharging from the plant.
9 D. Placement Operations.
10 L Place the mixture to meet the typical section requirements and produce a smooth,
11 finished surface or base course with a uniforin appearance and texture.
12 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
13 3. Place mixture so longitudinalJoirits on the surface course coincide with lane lines,
14 or as directed. Ensure that all finished surfaces will drain properly.
15 4. When End Dump Trucks are used,ensure the bed does not contact the paver when
16 raised.
17 5. Placement can be performed by hand in situations where the paver cannot place it
18 adequately due to space restrictions,
19 6. Hand-placing should be minimized to prevent aggregate segregation and surface
20 texture issues.
21 7. All hand placement shall be checked with a straightedge or template before rolling '
22 to ensure unifonnity.
23 8. Place mixture within the compacted lift thickness shown in Table 9,unless
24 otherwise shown on the plans or allowed.
25 Table 9
26 Cann acted Lift Thickness and Required Core Hei ht
Compacted Lift Thickness
Mixture Type Minimum Maximum
in. (in.)
B 2.00 3.00
C 2.00 2.50
D 1.50 2.00
27
28 9. Tack Coat.
29 a. Clean the surface before placing the tack coat.Unless otherwise approved,
30 apply tack coat unifornily at the rate directed by the City.
31 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per
32 square yard of surface area.
33 c. Apply a thin, uniform tack coat to all contact surfaces of curbs,stnictures,and
34 all joints.
35 d. Prevent splattering of tack coat when placed adjacent to curb,gutter,metal
36 be guard fence and structures.
37 e. Roll the tack coat with a pneumatic-Fire roller when directed.
38 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive
39 properties.
CITY OF FORT WORTH 2014 ✓IP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRU(,"TION SPECIMATiON DOCUMENTS 02369
Revised My 1,20111
32 12 16- 19
ASPHALT PAVING
Page 19 of 23
1 g. The City may suspend paving operations until there is adequate adhesion.
2 h. The tack coat should be placed with enough time to break or set before
3 applying hot mix asphalt layers.
4 i. Traffic should not be allowed on tack coats.
5 j. When a tacked road surface must be opened to traffic, they should be covered
6 with sand to provide friction and prevent pick-up.
7 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard.
8 10. General placement requirements.
9 a. Material should be delivered to maintain a relatively constant head of material
10 in front of the screed.
11 b. The hopper should never be allowed to empty during paving.
12 c. Dumping wings between trucks not allowed. Dispose of at end of day's
13 production.
14 E. Lay-Down Operations.
15 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
16 placement temperatures.
17 2. Windrow Operations. When hot mix is placed in windrows, operate windrow
18 pickup equipment so that substantially all the mixture deposited on the roadbed is
19 picked up and loaded into the paver.
20 Table 10
21 Suggested Minimum Mixture Placement Temperature
High-Temperature Minimum Placement
Temperature
Binder Grade Before Entering Paver
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or hi her 290°F
22 F. Compaction.
23 1. Use air void control unless ordinary compaction control is specified on the plans.
24 2. Avoid displacement of the mixture. If displacement occurs, correct to the
25 satisfaction of the City.
26 3. Ensure pavement is fully compacted before allowing rollers to stand on the
27 pavement.
28 4. Unless otherwise directed, use only water or an approved release agent on rollers,
29 tamps, and other compaction equipment.
30 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
31 6. Unless otherwise directed,operate vibratory rollers in static mode when not
32 compacting, when changing directions, or when the plan depth of the pavement mat
33 is less than 1-1/2 inches.
34 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
35 and similar structures and in locations that will not allow thorough compaction with
36 the rollers.
37 8. The City may require rolling with a trench roller on widened areas, in trenches, and
38 in other limited areas.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
321216-20
ASP11MA'1P AVING
Page 20 of 23
9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
2 traffic unless otherwise directed.
3 10. When directed, sprinkle the finished mat with water or limewater to expedite
4 opening the roadway to traffic.
5 11, Air Void Control.
6 a. General.
7 1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9
8 percent in-place air voids.
9 2) Do not increase the asphalt content of the mixture to reduce pavement air
10 voids.
11 b. Rollers.
12 1) Furnish the type, size,and number of rollers required for compaction, as
13 approved.
14 2) Use a pneumatic-tire roller to seal the surface,unless otherwise shown on
15 the plans.
16 3) Use additional rollers as required to remove any roller marks.
17 c. Air Void Determination,
18 1) U niess otherwise shown on the plans, obtain 2 roadway specimens at each
19 location selected by the City for in-place air void determination.
20 2) The City will measure air voids in accordance with Tex-207-17 and
21 "'I"ex-227-F.
22 3) Before drying to a constant weight, cores may be predried using a Corelok
23 or similar vacuum device to remove excess moisture.
24 4) The City will use the average air void content of the 2 cores to calculate the
25 in-place air voids at the selected location.
26 d. Air Voids Out of Range.
27 1) If the'in-place air void content in the compacted mixture is below 5 percent
28 or greater than 9 percent, change the production and placement operations
29 to bring the in-place air void content within requirements,,
30 e. Test Section.
31 1) Construct a test section of I lane-width.and at most 0.2 mi. in length to
32 demonstrate that compaction to between 5 percent and 9 percent in-place
33 air voids can be obtained.
34 2) Continue this procedure until a test section with 5 percent to 9 percent in-
35 place air voids can be produced.
36 3) The City will allow only 2 test sections per day.
37 4) When a test section producing satisfactory in-place air void content is
38 placed,resume full production,
39 12. Ordinary Compaction Control.
40 a. Furnish the type, size,and number of rollers required for compaction,as
41 approved. Furnish at least I medium pneumatic-tire roller(Tninimurn 12-ton
42 weight).
43 b. Use the control strip method given in Tex-207-17,Part IV,to establish rolling
44 patterns that achieve maximum compaction,
45 c. Follow the selected rolling pattern unless changes that affect compaction.occur
46 in the mixture or placement conditions.
47 d. When such changes occur,establish a new rolling pattern.
48 e. Compact the pavement to meet the requirements of the plans and specifications.
CITY OF FORT WORTH 2014 CrP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRLICTION SPEVfll(.'ATION DOCUMENTS 02369
Revised July 1,2011
sz o m-z/
ASPHALT PAVING
Page 21 mr23
/ f. When rolling with the 3-wheel,tandem or vibratory rollers, start by first rolling
Z the joint with the adjacent pavement and then continue by rolling longitudinally
3 at the sides.
4 g. Proceed toward the center of the pavement, overlapping on successive trips by
5 at least l ft., unless otherwise directed.
6 h. Make alternate trips of the roller slightly different in length.
7 i. On super elevated curves, begin rolling at the |nvv side and progress toward the
8 high side unless otherwise directed.
9 G. Irregularities.
/O l. Identify and correct irregularities including but not limited|osegregation, rutting,
/| raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller
12 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate
13 particles.
14 2. The City may also identify irregularities, and in such cases,the City shall promptly
15 notify the CONTRACTOR.
16 3. If the City determines that the irregularity will adversely affect pavement
17 performance, the City may require the CONTRACTOR to remove and replace(o1
18 the CONTRACTOR'S expense) areas of the pavement that contain the
19 irregularities and areas where the mixture does not bond to the existing pavement.
20 4. lf irregularities are detected, the City may require the CONTRACTOR to
21 immediately suspend operations or may allow the CONTRACTOR tocontinue
22 operations for no more than l day while the CONTRACTOR iu taking appropriate
23 corrective action.
24 5. The City may suspend production or placement operations until the problem is
25 corrected.
26 At the expense of the CONTRACTOR and to the satisfaction of the City, remove
27 and replace any mixture that does not bond to the existing pavement or that has
28 other surface irregularities idcntificdabove.
29 3.5 REPAIR
30 A. SccScchon3201 17.
31 3,6 QUALITY CONTROL
32 &, Production Testing
33 l. Perform production tests to verify asphalt paving meets the perfonnance standard
34 required in the plans and specifications.
35 2. City to measure density of asphalt paving with nuclear gauge.
36 3, City to core asphalt paving from the non-nal thickness of section once acceptable
37 density achieved. City identifies location ofcores.
38 u. K1ininnunn core diameter: 4 inches
39 b. Minimum spacing: 200 feet
40 c. Minimum of one core every block
41 d. Alternate lanes between core
42 4. City to use cores to determine pavement thickness and calculate theoretical density.
43 a. City to perform theoretical density test a minimum of one per day per street.
44 B. Density Test
CITY or FORT WORTH zo/4cn YEAR z-cowTmAcr/,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
32 12 h 6...22
ASPHALT PAVING
Page 22 of 23
1 1. The average measured density of asphalt paving must meet specified density.
2 2. Average of measurements per street not meeting the minimum.specified strength
3 shall be subject to the money penalties or removal and replacement at the
4 CONTRACTOR'S expense as show in Table 11.
5
6
7
8 Table 11
9 Density Payment Schedule
Percent Rice Percent of Contract Price Allowed
89 and lower remove and replace at the entire cost and expense of CONTRACTOR
as directed by OWNER.
--
90 --75®pLrcent
9193 100- ercent
94 90-REEcent
95 75- ercent
Over 95 remove and replace at the entire cost and expense of CO.NTRAC'
as directed b y OWNER.
10
11 3. The amount of penalty shall be deducted from payment due to CONTRACTOR..
12 4. These requirements are in addition to the requiretnents of Section 1.2 Measurement
1.3 and Payment,
14 C. Pavement Thickness Test.
Is 1. City measure each core thickriess by averaging at least three measurements.
16 2. The number of tests and location shall be at the discretion of the City,unless
17 otherwise specified in the special provisions or on the plans.
18 3. In the event a deficiency in the thickness of pavement is revealed during production
19 testing,subsequent tests necessary to isolate the deficiency shall be at the
20 CONTRACTOR'S expense.
21 4. The cost for additional coring test shall be at the same rate charged by commercial
22 laboratories.
23 5. Where the average thickness of pavement in the area found to be deficient,payment
24 shall be made at an adjusted price as specified in Table 12.
25
26 Table 12
27 Thickness Delieiency Penalties
Deficiency in Thickness Proportional Part
DgErn Of Contract Price
Greater Than 0 percent-Not More than 10 percent 90 percent
--i
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"-- ......
28
CITY OF FORT WORTH 2014 CIP YEAR 2-CU9TRACT 1,UNIT 3
STANDARD CONSMUCTION SPECIFICATION[K)CUMENTS 02369
Revised July 1,2011
32 12 16-.23
ASPHALT PAVING
Page 23 of 23
1 6. If, in thejudgnient of the City,the area of such deficiency warrants 1-enlova1, the
2 area shall be removed and replaced,at the CONTRAcrOR'S entire expense,with
3 asphalt paving of the thickness shown on the plans.
4 7. No additional payment over the contract unit price shall be made for any pavement
5 of a thickness exceeding that required by the plans,
6 3.7 FIELD QUALITY CONTROL [NOT USED]
7 3.8 SYSTEM STARTUP [NOT USED]
8 3.9 ADJUSTING [NOT USED]
9 3.10 CLEANING [NOT USED]
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
Revision Log
DATE NAME SUMMARY OF CHANGE
16
MY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
s,rANDAlk D SPECIFICATION DOCIJAH.HNI�S 02369
Revised July 1,201 1
321320- 1
CONCIU:ME SIDEWALKS,DRrVEWAYS AND BARRIER FREE RAMPS
Page I of'5
SECTION 3213 20
2 CONCRE"I"E, SIDEWAIKS,DRIVEWAYS AND BARRIER FREE RAMPS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Inc]udes:
6 L Concrete sidewalks
7 2. Driveways
8 3. Barrier ftee ramps
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
I l C. Related Specification Sections include,but are not necessarily limited to:
12 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract
13 2. Division I -General Requiremenis
14 3. Section 02 41 13 -Selective Site Demolition
15 4. Section 32 13 13 -Concrete Paving
16 5. Section 32 13 73 -Concrete,Paving Joint Sealants
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 L Concrete Sidewalk
20 a. Measurement
21 1) Measurement for this Item shall be by the square foot of completed and
22 accepted Concrete Sidewalk in its final position for various:
23 a) Thicknesses
24 b) Types
25 b. Payment
26 1) The work performed and materials furnished in accordance with this Item
27 and measured as provided under"Measurement"will be paid for at the unit
28 price bid per square foot of Concrete Sidewalk.
29 c. "The price bid shall include:
30 1) Excavating and preparing the sub grade
31 2) Furnishing and placing all materials
32 2. Concrete Driveway
33 a. Measurement
34 1) Measurement for this Item shall be by the square foot of completed and
35 accepted Concrete Driveway in its final position for variows:
36 a) Thicknesses
37 b) Types
38 2) Dimensions will be taken from the back.of the projected curb,including the
39 area of the curb radii and will extend to the limits specified in the
40 Drawings.
41 3) Sidewalk portion of drive will be included in driveway measurement.
42 4) Curb on drive will be included in the driveway measurement.
CFrY OF FORT WORTH 2014 CIP YEAR 2-COMFRACT 1,UNIT3
STANI.)ARD CONSTRUCTION SPECIFICATION DOCUMENI'S 02.369
Revised Apfil 30,2013
32 1320-2
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page zo/5
l b. Payment
2 \) The work performed and materials furnished in accordance with this Item
3 and measured aa provided under^'Meamurumeni" will be paid for a1 the unit
4 price bid per square foot of Concrete Driveway.
5 o. The price bid shall include:
6 l) Excavating and preparing the nubcrodr
7 2) Furnishing and placing all materials
8 3. Barrier Free Ramps
9 u. Mcusun:nocni
lO |) Measurement for this Item shall be per each Barrier Free Ramp completed
l) and accepted for various:
12 u) Types
13 b. Payment
14 \) The work performed and materials furnished in accordance with this Item
15 and measured as provided under"Measurement"will be paid for at the unit
16 price bid per each "Barrier Free Ramp" installed.
17 o. The price bid shall include:
18 \) Excavating and preparing the xuborude
19 2) Furnishing and placing all materials
20 3) Curb Ramp
21 4) Landing and detectable warning surface as shown onthe Drawings
22 5) Adjacent flares or side curb
23 1.3 REFERENCES
24 A. Abbreviations and Acronyms
25 l. TAS—Texua &ooesaibi|iiyStandarda
26 2. TDLR—Texas Department of Licensing and Regulation
27 B. Reference Standards
28 l. Reference standards cited in this Specification refer to the current reference
29 standard published u1 the time of the latest revision date logged a1the end of this
30 Specification, unless udate is xpeoifiou|}y cited.
31 2. American Society for Testing and Materials (AST&4)
32 u. [)545, Test Methods for Preformed Expansion Joint Fillers for Concrete
33 Construction(Non-extruding and Resilient Types)
34 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
35 Standard Effort(l2,400#-|bf/ffl)
36 8.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 SUBMITTALS [NOT USED]
38 1,6 ACTDONSK}BMDTTALS/DNFORMATDONAL SUBMITTALS
39 A. Mix Design: submit for approval. Section 32 |3 13.
40 B. Product Data: submit product data and sample for pre-cast detectable warning for
41 barrier free ramp.
42 8,7 CLOSEOUT SUBMITTALS [NOT USED]
43 8.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
CITY op FORT WORTH zo/4c/p YEAR z-cowTnAcT 1,UNIT s
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ozsar
Revised April 3uzo/3
321320-3
:,,I
CONC RIE "E SIDEWALKS,DRIVEWAYS AND BARRrER FREE RAMPS
Page 3 of 5
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
3 1.11 FIELD CONDITIONS
4 A. Weather Conditions: Placenilent of corici-ete shall be as specified in Section 32 13 13.
1 1.12 WARRANTY [NOT USED]
6 PART2- PRODUCTS
7 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
8 2.2 EQUIPMENT AND MATERIALS
9 A. Forms:wood or metal straight,free from warp and of a depth equal to the thickness of
10 the finished work.
11 B. Concrete: see Section 32 13 13.
12 1. Unless otherwise shown on the Drawings or detailed specifications,the standard
13 class for concrete sidewalks,driveways and barrier free ramps is show n.in the
14 following table:
15 Standard Classes of Paverient Concrete
....................
Class of Minimum 28 Day Min, Maximum Coutse
Concrete' Cenientitimis, Conipressive Water/ Aggregaite
LbA.'Y Strength 2 Cementitious Maximum
psi Ratio Size,
inch
--A 470 3000 1-.1/2
16 C. Reinforcement: see Section 32 13 13.
17 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be#3 deformed
18 bars at 18 inches on-center-both-ways at the center plane of all slabs,unless
19 otherwise shown on the Drawings or detailed specifications,
20 D. Joint Filler
21 1.. Wood Filler: see Section 32 13 13.
22 2. Pre-Molded Asphalt Board Filler
23 a. Use only in areas where not practical for wood boards.,
24 b. Pre-molded asphalt board filler: AST M D545.
25 c. Install the required size and uniforin thickness and as specified in Drawings.
26 d. Include 2 liners of 0.016 asphalt impregi-iated kraft paper filled with a mastic
27 mixture of asphalt and vegetable fiber andlor mineral filler.
28 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings,
29 2.3 ACCESSORIES [NOT USED]
30 2.4 SOURCE QUALITY CONTROL [NOT USED]
31 PART 3 ® EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 3.2 EXAMINATION [NOT USED]
CITY OF FORT WORTH 2014 CTP YEAR 2-CONFRAC 1 1,UNIT3
S IANDARD CONS MUCTION SPECIFICATION DOCUMENTS 02369
Revised April 30,2013
321320-4
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
l 3.3 PREPARATION
2 A. Surface Preparation
3 1. Excavation: Excavation required for the construction of sidewalks, driveways and
4 barrier free ramps shall be to the lines and grades as shown on the Drawings or as
5 established by the City.
6 2. Fine Grading
7 a. The Contractor shall do all necessary filling, leveling and fine grading required
8 to bring the subgrade to the exact grades specified and compacted to at least 90
9 percent of maximum density as determined by ASTM D698.
10 b. Moisture content shall be within minus 2 to plus 4 of optimum.
11 c. Any over-excavation shall be repaired to the satisfaction of the City.
12 B. Demolition/Removal
13 1. Sidewalk, Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13.
14 3.4 INSTALLATION
15 A. General
16 1. Concrete sidewalks shall have a minimum thickness of 4 inches.
17 2. Sidewalks constructed in driveway approach sections shall have a minimum
18 thickness equal to that of driveway approach or as called for by Drawings and
19 specifications within the limits of the driveway approach.
20 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for
21 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
22 The construction of the driveway approach shall include the variable height radius
23 curb in accordance with the Drawings.
24 4. All pedestrian facilities shall comply with provisions of TAS including location,
25 slope, width, shapes,texture and coloring. Pedestrian facilities installed by the
26 Contractor and not meeting TAS must be removed and replaced to meet TAS(no
27 separate pay).
28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
29 position during the depositing of concrete.
30 C. Reinforcement: see Section 32 13 13.
31 D. Concrete Placement: see Section 32 13 13.
32 E. Finishing
33 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
34 even surface.
35 2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
36 3. Provide exposed aggregate finish if specified.
37 4. Edge joints and sides shall with suitable tools.
38 F. Joints
39 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed
40 using redwood.
41 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
42 foot intervals for 5 foot wide and greater sidewalk.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised April 30;2013
32 1320-.5
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAWS
Page 5 of 5
1 3. Expansionjoints shall also be placed at all intersections, sidewalks with concrete
2 driveways, curbs,formations,other sidewalks and other a(Ijacent old concrete work.
3 Similar material shall be placed around all obstructions protniding into or through
4 sidewalks or driveways.
5 4. All expansion joints shall be 1/2 inch in thickness.
6 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall
7 be finished to approximately a 1/2 inch radius with a suitable finishing tool.
8 6. Sidewalks shall be marked at intervals equal to the width of the walk with a
9 marking tool.
10 7. When sidewalk is against the curb,expansion joints shall match those in the curb.
11 G. Barrier Free Ramp
12 1. Furnish and install brick red color pre-cast detectable wanaing Dome-Tile,
13 manufactured by StrotigCio Industries or approved equal by the City.
14 2. Detectable warning surface shall be a minimum of 24-,inch in depth in the direction
15 of pedestrian travel,and extend to a minunum of 48-inch along the curb ramp or
16 landing where the pedestrian access route enters the street.,
17 3. Locate detectable warning surface so that the edge nearest the curb line is a
18 minimum of 6-inch and maximum of 8-inch from the extension of the face of the
19 curb.
20 4. Detect-able warning Dome-Tile surface may be curved along the comer radius.
21 5. Install detectable wan)ing surface according to manufacturer's instructions.
22 3.5 REPAIR/RESTORATION [NOT USED]
23 3.6 RE-INSTALLATION [NOT USED]
24 3.7 FIELD QUALITY CONTROL [NOT USED]
25 3.8 SYSTEM STARTUP [NOT USED]
26 39 ADJUSTING [NOT USED]
27 3.10 CLEANING [NOT USED]
28 3.11 CLOSEOUT ACTIVITIES [NOT USED]
29 3.12 PROTECTION [NOT USED]
30 3.13 MAINTENANCE [NOT USED]
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
Revision Log
DATE NAME SI.JMMARY OF CHANGE
12/20/2012 D.Johnson 1.2A3 - Measurement and Payinent for Barrier Free Ramps modified to match
updated City Details
4/30/2013 F.,Criffin Corrected Part 1,11,A, ,1n,I to read; from,..square foot of Concrete Sidewalk
to each"Barrier Free Ramp"installed.
33
MY OF FORT WORTH 2014 CIP YEAR 2-C()NTRAC1' 1:,LJNIT 3
STANDARD C,ONSTRUCTION SPECIFICATION DOC1.A4ENTS 02369
Revised Aprfl 30,2013
32 /6 u'|
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page / of 5
/
SECTION 32 18 13
2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PARTX - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 l. Concrete Curbs and Gutters
8 2. Concrete Valley Gutters
9 B. Deviations from this City ofFort Worth Standard Specification
]O l' None.
ll C. Related Spcuifiuo1ionSections include, but are not necessarily limited to:
12 l. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract
13 2. Division 7 -Gencoa| Requirements
14 3. Section 02 41 13 - Selective Site Demolition
15 4. Section 32 13 12 -Concrete Paving
16 5. Section 32 l373 -Concrete Paving Joint Sealants
17 D,% PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 l. Concrete Curb and Gutter
20 a. Measurement
21 l> Measurement for this Item shall behv the linear foot of Concrete Curb and
22 Gutter.
23 b. Payment
24 l\ The work performed and materials furnished in accordance with this Item
25 and measured as provided under"Measurement" will be paid for at the unit
26 price bid per linear foot ofConcrete Curb and Gutter complete and in place
27 by curb height.
28 u. The price bid shall include:
29 |) Preparing thcaubgrudc
30 2) Furnishing and placing all materials, including foundation course,
31 reinforcing steel, and expansion material
32 %. Concrete Valley Gutter
33 o. Measurement
34 , l} Measurement for this item shall bchv the square yard of Concrete Valley
35 Gutter.
36 b. Payment
37 l) The work performed and materials furnished in accordance with this Item
38 and measured ao provided under"Mcaouremen1"will be paid for o1 the unit
39 price bid per square yard of Concrete Valley Gutter complete and inplace
40 fo r:
41 a) Various street types
CITY or FORT WORTH zo/4c/p YEAR u'cowln*cT1,UNIT s
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ozmv
nv.i,cd December zV,zo\z
32 16 132
CONCRETE CURB AND GUTIERS,AND VALLEY GUI-MRS
Page 2 of 5
I c. 'T"he price bid shall include:
2 1) Preparing the sub grade
3 2) Fumishing and placing all materials,including foundation course,
4 reinforcing steel and expansion material
5 1.3 REFERENCES [NOT USED]
6 1.4 ADMINISTRATIVE REQUIREIMENTs [NOT USED]
7 1.5 ACTION SUBMITTALS [NOT USED]
8 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
jo 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE [NOT USED]
12 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
13 1.11 FIELD CONDITIONS
14 A. Weather Conditions: See Section 32 13 13.
15 1.12 WARRANTY [NOT USED]
16 PART 2 ® PRODUCTS
17 2.1 OWNER FURNISHED PRODUCT'S [NOT USED]
18 2.2 EQUIPMENT AND MATERIALS
19 A. Forins: See Section 32 13 13.
20 B. Concrete: See Section 32 13 13.
21 C. Reinforcement: See Section 32 13 13.
22 D. Joint Filler
23 1. Wood Filler: see Section 32 13 11
24 2. Pre-Molded Asphalt Board Filler
25 a. Use only in areas where not practical for wood boards
26 b. Pre-molded asphalt board filler: ASTIR D545
27 c. Install the required size and uniiforrn thickness and as specified in the Drawings.
28 d. Incl tide two liners of 0.0 16 asphalt imprefTated kraft paper filled with a mastic
29 mixture of asphalt and vegetable fiber and/or mineral,filler.
30 E. Expansion Joint Sealant: See Section 32 13 73.
CITY OF FORT WORTH 2014 CIP YEAR 2-CON'MACT),UNIT 3
STANDARD CONSTRUCTION SPECIFICATION II'13CUMENTS 02369
Revised December 20,2012
az /ao'a
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 3mrs
\ 2,3 ACCESSORIES [NOT USED]
3 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3,1 INSTALLERS [NOT USED]
5 3,2 EXAMINATION [NOT USED/
6 3,3 PREPARATION
7 A. Demolition/Removal: See Section 024l 13.
8 3,4 INSTALLATION
g A. Forms
lO l. Extend forms the full depth ofconcrete.
ll 2. Wood fhono: noininuurn of 1-1/2 inches in thickness
13 3. Metal Forms: u gauge that shall provide equivalent rigidity and strength
13 4. Use acceptable wood ormetal fhnno for curves with u radius ofless than 250 feet.
14 5. All forms showing adeviation of 1/8 inch in lO feet from u straight line ohu|| be
)5 rejected.
16 B. Reinforcing Steel
17 l. Place all necessary reinforcement for City approval prior io depositing concrete.
18 2. All steel must he free from paint and oil and all loose scale, rust, dirt and other
19 foreign substances.
30 3. Remove foreign substances from steel before placing.
31 4. Wire all bars ai their intersections and aiall laps orsplices.
32 5. Lap all bar splices u minimum of20 diameters of the bar o, 12 inches, whichever is
23 greater.
24 C. Concrete Placement
25 l. Deposit concrete to maintain a horizontal surface.
26 2. Work concrete into all spaces and around any reinforcement toform udenae mass
27 free from voids.
28 3. Work coarse aggregate away from contact with the forms
29 4. Bund-LuidConcrete—Curhundgutter
30 u. Shape and compact auhgrode to the lines, grades and cross section shown on the
31 Drawings.
33 h. Lightly sprinkle suhAradematerial immediately before concrete placement.
33 c. Deposit concrete into forms.
34 d. Strike off with utemplate 1/4to3/8 inch less than the dimensions ofthe
35 finished curb, unless otherwise approved.
36 5. Machine-Laid Conc,cte—Curb and Gutter
37 u. Hand-tamp and sprinkle subgrade material before concrete placement.
38 b. Provide clean surfaces for concrete placement.
39 c. Place the concrete with approved self-propelled equipment.
CITY op FORT WORTH zu14c/pvsAoz-cowTnxcT/.UNIT»
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0236e
Revised December zo.zo12
32 16 13...4
(�(-YNCREIE CUO AND GU'rTERS AND VALLEY GUITERS
Page 4 of 5
1 1) The forming tube of the exmis-ion machine or the forin of the slipf6riii
2 inachine must easily be adiustable vertically during the forward motion of
3 the inachine to provide variable heights necessary to conform i to the
4 established gradefine.
5 d. .mach a pointer or gauge to the machine so that a continual comparison can be
6 made between the extruded or slipform work and the grade guideline.
7 e. Brush finish surfaces immediately after extrusion or slipforming.
8 6. Hand-Laid Concrete--Concrete Valley Gutter: See Section 32 13 13.
9 7. Expansionjoints
10 a. Place expansion joints in the curb and gutter at 200-foot intervals and at
I I intersection returns and other rigid structures.
12 b. Place tooled joints at 15-foot.intervals or matching abutting sidewalk joints and
13 pavement joints to a depth of inches.
14 c. Place expansion joints at all intersections with concrete driveways,curbs,
15 buildings and other curb and gutters.
16 d. Make expansion joints no less than 1/2 inch in thickness,extending the full
17 depth of the concrete,
18 e. Make expansion joints perpendicular and at right angles to the face of the curb.
19 f. Neatly trim any expansion material extending above the finished to the surface
20 of the finished work.
21 g. Make expansiort joints in the curb and gutter coincide with the concrete
22 expansion joints,
23 h. Longitudinal dowels across the expansion joints in the curb and gutter are
24 required.
25 L Install 3 No. 4 round, smooth bars,24 inches in length, for dowels at each
26 expansion joint.
27 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
28 provides a mininium of I inch free expansion,
29 L Support dowels by an approved niethod.
30 D. Curing: see Section 32 13 13.
31 3.5 REPAIR/RESTORATION INOT USEDI
32 3.6 RE-INSTALLATION [NOT USED)
33 3.7 FIELD QUALITY CONTROL [NOT USED]
34 3.8 SYSTEM STARTUP f NOT USED]
35 3.9 ADJUSTING [NOT USED]
36 3.10 CLEANING [NOT USED]
37 3.11 CLOSEOUT ACTIVITIES [NOT I)SED1
38 3.12 PROTECTION [NOT USED]
39 3.13 MAINTENANCE [NOTI)SED1
40 3.14 ATTACHMENTS [NOT USED]
41 END OF SECTION
CFFY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT
STANDARD CONSTRUCTION SPECIFICATION DO(,",IJMF N'I'S 02369
Revised December 20,2012
321613-5
CONCRETIE,CURB A.ND GUITERS AND VAI..,LEY GUI-IFIERS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.2.A.2.Modified payment item t®vary by street type
2
2014 CrP YEAR 2-CONTRACTI,UNIT 3
CITY OF FORT WORTH 02369
STANDARD CONSTRUCTION SPECIFICATION TWUMENTS
Revised December 20,2012
32 1723.-1
PAVEMENT MARKINGS
Page I of I I
I SECTION 32 17 23
2 PAVEMEN'll I MARKINGS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Pavement Markings
7 a. Thermoplastic,hot-applied,spray(HAS)pavement rnarkings
8 b. Thermoplastic,hot applied,extruded(HAE)pavement inarkings
9 c. Preformed polymer tape
10 d. Preformed heat-activated thermoplastic tape
11 e. Painted markings
12 2. Raised markers
13 3. Work zone markings
14 4. Removal of pavernent markings and markers
15 B. Deviations from this City of Fort Worth Standard Specification
16 1. None.
17 C. Related Specification Sections include,but are not necessarily I inifted to:
18 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract
19 2. Division I General Requirements
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 1. Pavement Markings
23 a. Measurement
24 1) Measurement for this Item shall be per linear foot of material placed.
25 b. Payment
26 1) The work performed and materials furnished in accordance with this Item
27 and measured as provided under"Measurement"shall be paid for at the
28 unit price bid per linear foot of"Pvmt Marking"installed for:
29 a) Various Widtfi[s
30 b) Vargo usTypes
31 c) Various Materials
32 d) Various Colors
33 c. The price bid shall include:
34 1) Installation of Pavernent Marking
35 2) Glass beads,when required
36 3) Surface preparation
37 4) Clean-up
38 5) Testing(when required)
39 2. Legends
40 a. Measurement
41 1) Measurement for this Item shall be per each Legend installed.
CITY OF FORT WORTH 2W 4 CIP YEAR 2-CONTR ACT I,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION D(KIAMENTS 02369
Revised December 20,.201.2
3zn2s z
PAVEMENT MARKINGS
Page zor/I
I h. Payment
z |) The work performed and materials furnished inaccordance with this Item
9 shall be paid for u1 the unit price bid per each ^^Lcgend" installed for:
« u) Various types
5 b) Various applications
6 c. The price bid shall include:
7 )) Installation of Pavement Marking
8 2) Glass beads, when required
9 ]) Surface preparation
10 4) Clean-up
l) 5) Testing
12 3. Raised Markers
13 a. Measurement
14 )) Measurement for this Item shall he per each Raised Marker installed.
15 h. Payment
16 )) The work performed and materials furnished in accordance with this Item
17 shall be paid for uk the unit price bid per each "Raised Marker" installed
18 for
19 u) Various types
20 c. The price bid shall include:
21 )) Installation of Raised Markers
22 2) Surface preparation
23 3) Clean-up
24 4) Testing
25 4. Work Zone Tab Markers
26 a. Measurement
27 \) Measurement for this Item shall he per each Tab Marker installed.
28 h. Payment
29 \) The work performed and materials fumi shed in accordance with this Item
30 shall be paid for a1the unit price bid per each "Tab Marker" installed for:
31 u) Various types
32 c. The price bid ohu|| include:
33 \) luotu|lukion of Tab Work Zone Markers
34 5. Fire Lane Markings
35 a. Measurement
36 \) Measurement for this Item shall he per the linear foot.
37 h. Puynncn1
38 |) The work performed and nua1criu|o furnished in accordance with this IVcrn
39 and measured ao provided under"^Mcuourcmcot" shall hc paid for akthe
40 unit price bid per linear foot of"Fire Lane Murking" installed.
41 c. The price bid shall include:
42 )) Surface preparation
43 2) Clean-up
44 3) Testing
45 6. Pavement Marking Removal
46 a. Measurement
47 \) Measure for this Item shall he per linear foot.
48 h. Peyrncut
CITY op FORT WORTH zo/4c/pvsxuc-cowTuxcr/.UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December zo.zo|z
32 1723-3
PAVEMENT MARKINGS
Page 3 of I I
1 1) The work.performed and materials furnished in accordance with this Item
2 and n)easuTed as provided under"Measureinent" shall be paid for at the
3 unit price bid per linear foot of"Remove Pvmt Marking"performed for:
4 a) Various widths
5 c, The price bid shall include:
6 1) Removal of Pavement Mai-kings
7 2) Clean-up
8 7, Raised Marker Removal
9 a. Measurement
10 1) Measurement for this Item shall be per each Pavement Marker removed.
U b. Payment with this Item
12 1) The work peffonned and materials furnished in accordance
13 shall be paid for at the it price bid per each"Remove Raised Marker"
14 performed.
15 c. The price bid shall include:
16 1) Removal of each Marker
17 2) Disposal of removed materials
18 3) Clean-up
19 8. Legend Removal
20 as Measurement
21 1) Measure for this Item shall be per each Legend removed.
22 b. Payment
23 1) The work,performed and materials furnished in accordance with this Item
24 and measured as provided under"Measurement''shall be paid for at the
25 unit price bid per linear foot of"Remove Legend"performed for:
26 a) Various types
27 b) Various applications
28 c. The price bid shall include:
29 1) Removal of Pavement Markings
30 2) Clean-up
31 1.3 REFERENCES
32 A. Reference Standards
33 1. Reference standards cited in this Speciticatioi I refer to the current reference
34 standard published at the time of the latest revision date logged at the end of this
35 Specification,unless a date is specifically cited.
36 2. Manual,on Uniforin Traffic Control �vices Pe
MUj'C:P
),2009 Edition
37 a. Part 3,Markings
38 3. American Association of.rate Flij li�La rLd Trans ation Officiais AASHTO),
5 a.�L ,
39 as Standard Specification for Glass Beads Used in Pavement Markings,M 247-09
40 4. Federal J hl�ygy A.dministratio ([,' A
Lffi� _ _H)y )
41 a. 23 CF R Part 655,FHWA Docket No. FHWA.-2009-0139
42 5. Texas e art�mgjt
_1&4a�Q -,,qf Transport rxQQT
gtjonL____j
43 a. DMS4200,Pavement Markers(Reflectorized)
44 b. DMS4300,Traffic Buttons
.
45 c.. DMS-8220,Hot Applied T hL�rrnoplastic
46 d. ISMS-8240,Permanent Prefabricated Pavetuent Markings
47 e. DMS-8241,Removable Prefabricated Pavement Markings,..,
CITY OF FORT wowm 2014 CIP YFAR 2 CDNITACT 1,LNIT 3
STANDARD CONSTRUCTION SPECIFICATION DO(A.MENTS 02369
Revised December 20,2012
32 1723-4
PAVEMENT MARKINGS
Page 4 of 1 1
1 f. DMS-8242, Temporary Flexible-Reflective Road Marker Tabs
2
1.4 ADMINISTRATIVE REQUI TS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section 01 33 00.
5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
6 specials.
7 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
8 1.7 CLOSEOUT SUBMITTALS [NOT USED]
9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
10 1.9 QUALITY ASSURANCE [NOT USED]
11 1.10 DELIVERY, STORAGE,AND HANDLING
12 A. Storage and Handling Requirements
13 1. The Contractor shall secure and maintain a location to store the material in
14 accordance with Section 01 50 00.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-SUPPLIED UCTS
19 A. New Products
20 1. Refer to Drawings to determine if there are owner-supplied products for the Project.
21 2.2 MATERIALS
22 A. Manufacturers
23 1. Only the manufacturers as listed in the City's Standard Products List will be
24 considered as shown in Section 01 60 00.
25 a. The manufacturer must comply with this Specification and related Sections.
26 2. Any product that is not listed on the Standard Products List is considered a
27 substitution and shall be submitted in accordance with Section 01 25 00.
28 B. Materials
29 1. Pavement Markings
30 a. Thermoplastic, hot applied, spray
31 1} Refer to Drawings and City Standard Detail Drawings for width of
32 longitudinal lines.
33 2} Product shall be especially compounded for traffic markings.
34 3} When placed on the roadway,the markings shall not be slippery when wet,
35 lift from pavement under normal weather conditions nor exhibit a tacky
36 exposed surface.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
32 1723-5
PAVEMENTMARKINGS
Page 5 of I I
1 4) Cold ductility of the material shall permit normal road surface expansion
2 and contraction without cl-iipping or cracking.
3 5) The markings shall retain their original color,dimensions and placement
4 under normal traffic conditions at road surface temperatures of 158 degrees
5 Fahrenheit and below.
6 6) Markings shall have unif6rrn cross-section,clean.edges,square ends and no
7 evidence of tracking.
8 7) The density and quality of the material shall be uniform throughout the
9 markings.
10 8) The thickness shall be unif6rin throughout the length and width of the
11 maskings.
12 9) The markings shall be 95 percent free of'holes and voids,and free of
13 blisters for a minirnurn of 60 days after application.
14 10)The material shall not deteriorate by contact with sodium chloride,calcium
15 chloride or other chemicals used to prevent roadway ice or because of the
16 oil content of pavernent markings or from oil droppings or other effects of
17 traffic.
18 11) The material shall not 1:)rohibit adhesion of other tberynoplastic markings if,
19 at some future time,new markings are placed over existing material.
20 a) New material shall bond itself to the old line in such a manner that no
21 splitting or separation takes place.
22 12)The rnarkings placed on the roadway shall be completely retroreflective
23 both internally and externally with Itaffic beads and shall exhibit uniform
24 retro-directive reflectance.
25 13) Traffic beads
26 a) Manufactured from glass
27 b) Spherical. in shape
28 c) Essentially free of sharp angular particles
29 d) Essentially free of pailicles showing cloudiness,surface scoring or
30 surface scratching
31 e) Water white in color
32 f) Applied at a uniforrn rate
33 g) Meet or exceed Specifications,shown in AASHT0 Standard
34 Specification for Glass Beads Used in Pavement Markings, AASH"ro
35 Designation: M 247-09.
36 b. Thermoplastic, hot applied,extruded
37 1) Product shall be especially compounded for traffic markings
38 2) When placed on the roadway,the markings shall not be slippei),when wet,
39 lift from pavement under nornial weather conditions nor exhibit a tacky
40 exposed surflace.
41 3) Cold ductility of the material shall pennit normal road surface expansion
42 and contraction without chipping or cracking,
43 4) The markings shall retain their original color,dimensions and placement
44 under normal traffic conditions at road surface temperatures of 158 degrees
45 Fahrenheit and below.
46 5) Markings shall have unif6rm cross-section,clean edges, square ends and no
47 evidence of tracking.
48 6) The density and quality of the niaterial shall be uniforin throughout the
49 markings.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACTI,UNr'r 3
STANDARD CONSTRUCTiON SPECIFICADON WCUMENI'S 02369
Revised EX-cember 20,2012
32 1723-6
PAVEMENT MARKINGS
Page 6 of 11
1 7) The thickness shall be uniform throughout the length and width of the
2 markings.
3 8) The markings shall be 95 percent free of holes and voids, and free of
4 blisters for a minimum of 60 days after application.
5 9) The minimum thickness of the marking, as measured above the plane
6 formed by the pavement surface, shall not be less than 1/8 inch in the center
7 of the marking and 3/32 inch at a distance of% inch from the edge.
8 10) Maximum thickness shall be 3/16 inch.
9 11) The material shall not deteriorate by contact with sodium chloride, calcium
10 chloride or other chemicals used to prevent roadway ice or because of the
11 oil content of pavement markings or from oil droppings or other effects of
12 traffi c.
13 12) The material shall not prohibit adhesion of other thermoplastic markings if,
14 at some future time, new markings are placed over existing material. New
15 material shall bond itself to the old line in such a manner that no splitting or
16 separation takes place.
17 13) The markings placed on the roadway shall be completely retroreflective
18 both internally and externally with traffic beads and shall exhibit uniform
19 retro-directive reflectance.
20 14) Traffic beads
21 a) Manufactured from glass
22 b) Spherical in shape
23 c) Essentially free of sharp angular particles
24 d) Essentially free of particles showing cloudiness, surface scoring or
25 surface scratching
26 e) Water white in color
27 f) Applied at a uniform rate
28 g) Meet or exceed Specifications shown in AASHTO Standard
29 Specification for Glass Beads Used in Pavement Markings, AASHTO
30 Designation: M 247-09.
31 c. Preformed Polymer Tape
32 1) Material shall meet or exceed the Specifications for SWARCO Director 35,
33 3M High Performance Tape Series 3801 ES, or approved equal.
34 d. Preformed Heat-Activated Thermoplastic Tape
35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125
36 mil preformed thermoplastic or approved equal.
37 e. Traffic Paint
38 1) Materials shall meet or exceed the TxDOT Specification DMS-8200.
39 2. Raised Markers
40 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic
41 Control Devices.
42 b. Non-reflective markers shall be Type Y(yellow body) and Type W(white
43 body)round ceramic markers and shall meet or exceed the TxDOT
44 Specification DMS-4300.
45 c. The reflective markers shall be plastic, meet or exceed the TxDOT
46 Specification DMS-4200 for high-volume retroreflective raised markers and be
47 available in the following types:
48 1) Type I-C, white body, 1 face reflects white
49 2) Type II-A-A,yellow body, 2 faces reflect amber
50 3) Type II-C-R, white body, 1 face reflects white,the other red
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
32 1723.-7
PAVEMENr MA,RKIN(3S
Page 7 of I I
1 3. Work Zone Markings
2 a. 'Tabs
3 1) "Fempof'Mr flexible-reflective roadway marker tabs shall meet requirements
4 of TxD0'T DDS-'8242,"Teinporary Flexible-Reflective Road Marker
5 Tabs."
6 2) Removable markings shall not be used to simulate edge lines.
7 3) No segment of roadway open to traffic shall remain without.permanent
8 pavement markings for a period greater than 14 calendar days.
9 b. Raised Markers
10 1.) All raised pavernent markers shall meet the requirements of 13 S-4200.
11 c. Striping
12 1) Work Zone striping shall meet or exceed the Tx DOT Specification DMS-
13 8200.
14 2.3 ACCESSORIES [NOT USED 1
15 2.4 SOURCE QIJALITyr CONTROL
16 A. Performance
17 1. Minimujin maintained retr(,-)ret1ectivity levels for longitudinal markings shall meet
18 the requirements detailed in the table below for a minimum of 30 calendar days.
Posted S--eed (m iu
530 35-50 '2!55
-T-la—ne roads with–ce–n—terfine —–—-----
markings.911!y n/a 100 250
All other roads 2 nhl 50
19 (1)Measured at standard 30-m geometry in units ofTncd/mT/jU,'
20 (2)Exceptions.
21 A.Men raised reflective pavement markings(RRPMs)supplement or substitute for a
22 longitudinal line,minimum pavenaent marking retrorelleoivity levels are not applk able as
23 long as the RRPMs are maintained so that at least 3 are visible from any rg)sh ion along that
24 line during nighttime conditions.
25 B.When confintioms roadway lighting assures that the markings are visible,minimum
26 pavement marking retroreflectivity levels are not applicable.
27 PART 3- EXECUTION
28 3.1 EXAMINATION [NOT USED]
29 3.2 PREPARATION
30 A. Pavement Conditions
31 1. Roadway surfaces shall be free of dirt,grease, loose and/or flaking existing
32 markings and other f0' s of contaniination.
33 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the
34 curing membrane.
35 3. Pavement to which material is to be applied shall be completely dry.
MY OF FORTWORIN 2014 CEP YEAR,2-CONTRACT 1,LNIT 3
STANDARD CONSTM JC'110N SPECIFICA'TION IX)CUMENTS 02369
Revused DeLember 20,2012
321723-8
PAVEMENT MARKINGS
Page 8 of 1 I
1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15
2 minutes, no condensation develops on the underside of a 1 square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges.
4 5. Equipment and methods used for surface preparation shall not damage the
5 pavement or present a hazard to motorists or pedestrians.
6 3.3 INSTALLATION
7 A. General
8 1. The materials shall be applied according to the manufacturer's recommendations.
9 2. Markings and markers shall be applied within temperature limits recommended by
10 the material manufacturer, and shall be applied on clean, dry pavement having a
1 I surface temperature above 50 degrees Fahrenheit.
12 3. Markings that are not properly applied due to faulty application methods or being
13 placed in the wrong position or alignment shall be removed and replaced by the
14 Contractor at the Contractor's expense. If the mistake is such that it would be
15 confusing or hazardous to motorists, it shall be remedied the same day of
16 notification. Notification will be made by phone and confirmed by fax. Other
17 mistakes shall be remedied within 5 days of written notification.
18 4. When markings are applied on roadways open to traffic, care will be taken to
19 ensure that proper safety precautions are followed, including the use of signs,
20 cones, barricades, flaggers, etc.
21 5. Freshly applied markings shall be protected from traffic damage and disfigurement.
22 6. Temperature of the material must be equal to the temperature of the road surface
23 before allowing traffic to travel on it.
24 B. Pavement Markings
25 1. Thermoplastic, hot applied, spray
26 a. This method shall be used to install and replace long lines—centerlines, lane
27 lines, edge lines,turn lanes, and dots.
28 b. Markings shall be applied at a 110 mil thickness.
29 c. Markings shall be applied at a 90 mil thickness when placed over existing
30 markings.
31 d. Typical setting time shall be between 4 minutes and 10 minutes depending
32 upon the roadway surface temperature and the humidity factor.
33 e. Retroreflective raised markers shall be used to supplement the centerlines, lane
34 lines, and turn lanes. Refer to City Standard Detail Drawings for placement.
35 £ Minimum retroreflectivity of markings shall meet or exceed values shown in
36 subparagraph 2A.A.1 of this Specification.
37 2. Thermoplastic, hot applied, extruded
38 a. This method shall be used to install and replace crosswalks and stop-lines.
39 b. Markings shall be applied at a 125 mil thickness.
40 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
41 this Specification.
42 3. Preformed Polymer Tape
43 a. This method shall be used to install and replace crosswalks, stop-lines, and
44 legends.
45 b. The applied marking shall adhere to the pavement surface with no slippage or
46 lifting and have square ends, straight lines and clean edges.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
32 1723-9
PAVEMENT MARKINGS
Page 9 of I I
I c. Minitnurn retroreflectivity of niark-ings shall meet or exceed values shown in
2 this Specification,
3 4. Preformed Heat-Activated Thermoplastic Tape
4 a., This method shall be used to install and replace crosswalks,stop-lines, and
5 legends.
6 b. The applied marking shall adhere to the pavement surface with no slippage or
7 lifting and have square ends,straight lines and clean edges.
8 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
9 this Specification.
io 5. Traffic Paint
11 a. This method shall be used to install Work.Zone Markings, Parking Lot
12 Markings and any other temporary marking application.
13 b. The applied marking shall adhere to the pavement surface with no Slippage or
14 lifting and have square ends, straight lines and clean edges.
15 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
16 this Specification.
17 C. Raised Markers
18 1. All permanent raised pavement markers on Portland Cement roadways shall be
19 installed with epoxy adhesive. Bituininous adhesive is not acceptable.
20 2. All permatient raised pavement markers on new asphalt.roadways may be installed
21, with epoxy or bituriflnotis adhesive,
22 3. A chalk line,chain or equivalent shall be used during layout to ensure that
23 individual markers are properly aligned. All markers shall be placed uniformly
24 a]ong the line to achieve a smooth continuous appearance.
25 D. Work Zone Markings
26 L Work shall be perfbrined with as little disruption to traffic as possible.
27 2. Install longitudinal markings on pavernent surfaces before opening to traffic.
28 3. Maintain lane alignment traffic control devices and operations until markings are
29 installed.
30 4. Install inarkings in proper alignment in accordance with the Texas M.LTTCD and as
31 shown on the Drawings.
32 5. Place standard longitudinal lines no sooner than 3 calendar days after the placerneilt
33 of a surface treatment,unless otherwise shown on the Drawings.
34 6. Place markings in proper alignment with the location of the final pavement
35 nuirkings.
36 7. Do riot use raised pavement markers,for words,symbols,shapes,or diagonal or
37 transverse lines.
38 8. All markings shall be visible from a distance of 300 feet in day]ight conditions and
39 from a distance of at least 160 feet in nighttirne conditions,illuminated by low-
40 be automobile headlight.
41 9. The daiytinrie and nighttime reflected color of the niarkings must be distinctly white
42 or yellow.
43 10. The markings must exhibit uniform retroreflective characteristics.,
44 11. Epoxy adhesives shall not be used to work zone markings.
CITY OF FORT WORTH 2014 CUP YEAR 2-C'ONTRACTI,UNIT 3
STANDARD CONSTRUCTION SPI:.01FICATIC)N DOcl MENTS 02369
Revised Deember 20,2012
32 17 23- 10
PAVEMENT MARKINGS
Page 10 of I 1
1 3.4 REMOVALS
2 1. Pavement Marking and Marker Removal
3 a. The industry's best practice shall be used to remove existing pavement
4 markings and markers.
5 b. If the roadway is being damaged during the marker removal, Work shall be
6 halted until consultation with the City.
7 c. Removals shall be done in such a matter that color and texture contrast of the
8 pavement surface will be held to a minimum.
9 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than
10 '/4 inch in depth resulting from the removal of pavement markings and markers.
]] Driveway patch asphalt emulsion may be broom applied to reseal damage to
12 asphaltic surfaces.
13 e. Dispose of markers in accordance with federal, state, and local regulations.
14 f. Use any of the following methods unless otherwise shown on the Drawings.
15 I) Surface Treatment Method
16 a) Apply surface treatment at rates shown on the Drawings or as directed.
17 Place a surface treatment a minimum of 2 feet wide to cover the
18 existing marking.
19 b) Place a surface treatment, thin overlay, or microsurfacing a minimum
20 of 1 lane in width in areas where directional changes of traffic are
21 involved or in other areas as directed by the City.
22 2) Burn Method
23 a) Use an approved burning method.
24 b) For thermoplastic pavement markings or prefabricated pavement
25 markings, heat may be applied to remove the bulk of the marking
26 material prior to blast cleaning.
27 c) When using heat, avoid spalling pavement surfaces.
28 d) Sweeping or light blast cleaning may be used to remove minor residue.
29 3) Blasting Method
30 a) Use a blasting method such as water blasting, abrasive blasting, water
31 abrasive blasting, shot blasting, slurry blasting, water-injected abrasive
32 blasting, or brush blasting as approved.
33 b) Remove pavement markings on concrete surfaces by a blasting method
34 only.
35 4) Mechanical Method
36 a) Use any mechanical method except grinding.
37 b) Flail milling is acceptable in the removal of markings on asphalt and
38 concrete surfaces.
39 2. If a location is to be paved over, no additional compensation will be allowed for
40 marking or marker removal.
41 3.5 REPAIR/RESTORATION [NOT USED]
42 3.6 -INSTALLATION [NOT USED]
43 3.7 FIELD QUALITY CONTROL
44 A. All lines must have clean edges, square ends, and be uniform cross-section.
45 B. The density and quality of markings shall be uniform throughout their thickness.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT I,UNIT 3
STANDARD CONSTRUC'T'ION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
32 17 23-I I
PAVEMi-wr MARKINGS
Page I I of 1.1
I C. The applied markings shall have no more than 5 percent,by area,of holes or voids and
2 shall be free of blisters.
3 3.8 SYSTEM STARTUP[NOT USED]
4 3.9 ADJUSTING [NOT USED]
5 3.10 CLEANING
6 A. Contractor shall clean up and remove all loose material resulting from construction
7 operations.,
8 311 CLOSEOUT ACTIVITIES [NOT USED]
9 3.12 PROTECTION [NOT USED]
10 3.13 MAINTENANCE [NOT USED]
11 3.14 ATTACHMENTS [NOT USED]
12 END OF SECTION
13
Revision 1,og
DATE NAME SUMMARY OF CHANGE
14
MY OF FORT WORTH 2014 C111 YEAR 2-CONTRACT I,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION EX)CUMENITS 02369
Revised December 20,2012
32 nzs 1
CURB ADDRESS PAINTING
Page / or3
| SECTION 32 17Z5
z CURB ADDRESS PAINTING
3 PART I - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 l. Painting of house addresses on curb of driveway radiuses that are removed and
7 replaced as shown on the Drawings
8 B. Deviations from this City of Fort Worth Standard Specification
P l. None.
lO C. Related Specification Sections include, but are not necessarily limited to:
I l. Division O-@idding Requirements, Contract Forms,and Conditions of the
12 Contract.
13 2. Division l -General Requirements.
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 l. Meuounorucn1
17 a. Measurement for this Item shall include two curb faces. Both curb faces shall
18 be paid for as asing|e bid item.
19 2. Payment
20 a. The work performed and the materials furnished in accordance with this benn
21 shall be paid for a1the unit price bid per each"Curb Address Painting"
22 completed per address.
23 3. The price bid shall include:
24 a. Furnishing all labor, materials and equipment
25 h. Any incidentals necessary 10 complete Curb Address Painting
26 1.3 REFERENCES
27 A. Reference Standards
28 l. Reference standards cited in this Specification refer to the latest revision date
29 logged at the end of this Specification, unless adate is specifically cited.
30 8,4 —1,12 [NOT lDSDCD]
31 PART2 - PRODUCTS
32 2.1 OWNER-FURNISHED [NOT USED]
33 2,2 EQUIPMENT,PRODUCT TYPES, MATERIALS
34 A. Materials
35 l. All materials shall be of recent product and suitable for its intended purpose.
CITY or FORT WORTH 2o14c/p YEAR z'cowraAcrL'UNIT 3
STANDARD CONSTRUCTION xpcc/ncxnowDOCUMENTS 02369
Version November 4.zn/3
32 17 25 -2
CURB ADDRESS PAINTING
Page,2 of 3
1 2. Back' ound paint shall be 7100 Series 100% Acrylic Satin White paint
2 manufactured by Kwal Paint,'or approved equal.
3 3. Lettering paint shall be 7100 Series 100%Acrylic Satin Black paint manufactured
4 by Kwal Paint,or approved equal.
5 B. Size Requirements
6 L The minimum size for the background shall be 6-inches wide by 16-inches long,or
7 as directed in the Drawings.
8 2. The minimum size for letters shall be 4--inches high, or as directed in the Drawings.
9 2.3 ACCESSORIES [NOT[USED]
10 2.4 SOURCE QUALITY CONTROL [NOT USE
11 PART 3 - EXECUTION
12 3.1 INSTALLERS' [NOT USED]
13 3.2 EXAMINATION [NOT USED]
14 3.3 PREPARATION
1.5 A. Surface Preparation
16 1. Provide stun f-ace preparation in accordance with mmi0acturer's recoinjinendatiorls.
17 B. Surface Conditions
18 1. Unless approved othenvise by the City, surface conditions must meet the following
0 tninirriurn requirements:
20 a. Concrete has cured for a minimurn of 28-&yi
21 b. Surface temperature greater than 50*Fand less than 95'F
22 2. No work shall occur if weather conditions may harm or damage the final finished
23 surface.
24 3.4 APPLICATION
25 A. Apply in accordance with the rnanut"achirer's recd rriniendations.
26 B. Background Applicatkni
27 1. Apply the background with 3-or 4--inch roller with !/2.-inc.h nap,unless otherwise
28 approved by the City.
29 C. Letter Application
30 1. Apply the lettering with I-or 1,✓2-inch artificial nylonorpolyestei-or combination
31 brush and stencils,unless otherwise approved by the City.
CTY OF FOM'WOlMi 2014 CIP YEAR 2-COMIUCT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION D(..)(,'UMEN1'S 02369
Version November 4,2013
32 1725-.3
CURB ADDRESS PAINTING
Pak?,C'3 of'3
1 3.5 REPAIR/RESTORATION [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING[NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
11/4/2013 Fared Griffin (.1arified 1.2.A.,La, Ao show bid itern includes two curb faces. And 1.2.A..2.a.
includes per address.
13
MY OF FORTWORT11 2014 CIP'YEAR.2-C3NTRACI3,3NIT3
STANDARD CONSTRUC FION SPECIFICATION DOCUMENTS 02369
Vemon November 4,2013
3232 13 1
CAST-11IN-PLACE CONCRETE RU-31',AINING WALLS
Page I of 6
SECTION 32 32 13
2 CAsT-w-PLACJ�.'.CONCRETE RETAINING WALLS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Construction of east-in-place concrete retaining wall (4 foot maximum height) of
7 the si7z and shape detailed on the Drawings and at the location shown on the
8 Drawings.
9 2. Construction of TxDOT standard cast-in-place, spread foot concrete retaining wall
10 of the size and shape detailed®n the Drawings and at the location.shown on the
I I Drawings.
12 B. Deviations from this City of Fort Worth Standard Specification
13 L None.
14 C. Related Specification Sections include,but are not necessarily limited to:
15 L Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract
16 2. Division I -General Requirements
17 3. Section 03 30 00-Cast-in-Place Concrete
18 4. Section 3123 16- Unclassified Excavation
19 5. Section 3123 23-Borrow
20 6. Section 3124 00-Embankments
21 7. Section 32 13 20-Concrete Sidewalks, Driveways and Barrier Free Ramps
22 8. Section 33 46 00-Subdrainagc
23 1.2 PRICE AND PAYMENT PROCEDURES
24 A. Measurement and payment
25 1. Concrete Retaining Wall with Sidewalk,Face
26 a. Measurement,
27 1.) Measurement for this Item shall be by the square foot of the front surface of
28 the wall.
29 b. Payment
30 1) The work perfbrmed and materials hirnished in accordance with this Item
31 and measured as provided under"Measurement"will be paid for at the unit
32 price bid per square foot of Retaining Wall Face constructed.
33 c. The price bid shall include:
34 1) Excavation in back of Retaining Walls
35 2) FUrnishing and placing footings
36 3) Leveling pads and copings
37 4) Furnishing,placing, and compacting backfill(except in embanknient areas)
38 5) Furnishing and placing concrete, reinforcing steel,waterproofing n'iaterial,
39 filter inaterial and drain pipe,joint material, water stop,and filter fabric
40 when reqtjired
41 6) 4 abricaling, curing,and finishing wall including special coatinigs when
42 specified
CITY OF FORT WORTH 2014 CIP YEAR 2.CON'rRACTI,U err 3
STANDARD CONSTRUCTION SPECIFICATION]DOCUMINTS 02369
Revised Dmember 20,2012
zzsz 13-2
cAxrIN-pLAce CONCRETE RETAINING WALLS
Page 2 o
| 7) Sidewalk adjacent to Retaining VVu|| per Section 32 13 20
Z 2. Concrete Retaining VVuD with Sidewalk, Sidewalk
3 u. Measurement
4 7) Measurement for this Item shall behv the square foot ofconop|ctedand
5 accepted Concrete Sidewalk in its final position. Measurement shall be
6 taken from face nfwall 8n edge of concrete sidewalk.
7 b. Payment
X l) The work performed and materials furnished in accordance with this Item
y and measured as provided under"Measurement"will be paid for at the unit
|O price bid per square foot o[Concrete Retaining VVu|| with Sidewalk,
|| Sidewalk installed.
12 c. The price bid shall include:
13 |) Excavating and preparing the o
14 2) Furnishing and placing all materials
15 3. TsDOT Standard—Spread Footing Walls
16 u. Measurement
17 |) Measurement for this Item shall be by the square foot of the front surface of
78 the wall. Unless otherwise shown on the Drawings, measure area from
ly finished ground line nn the face ofthe exterior wall to the top of the wall
20 including any coping required(not including roi|ine).
21 b. Payment
22 |) The work performed and materials furnished in accordance with this Item
23 and measured as provided under"Mcuaurenucn1"will be paid for aithe unit
24 price bid per square foot of Spread Footing VVu|l constructed.
25 o. The price bid shall include:
26 |) Excavation in back of Retaining Walls
27 2) Furnishing and placing footings
28 3) Leveling pads and copings
29 4) Furnishing, placing, and compacting backfill (except in embankment areas)
30 5) Furnishing and placing concrete,reinforcing steel, waterproofing material,
31 filter material and drain pipe,joint material, water stop, and filter fabric
32 when required
33 b) Fabricating, curing, and finishing wall including special coatings when
34 specified
35 1.3 REFERENCES
36 A. Definitions
37 |. Permanent Wall - Retainingvvu|| with u design service life nf75 years. All vvu||a
38 are presumed to be permanent walls unless otherwise specified in the Drawings.
39 B. Reference standards cited in this specification refer tothe current reference standard
40 published u1 the time of the latest revision date logged u1the end nf this specification,
41 unless udu1e is apcoifiou|ly cited.
42 l. /&8TM International (/&8TM):
43 u. D4491, Standard Test Methods for Water Permeability of(}co1cx1i|cuby
44 Permittivity
45 b. D4533, Standard Test Method for Trapezoid Tearing Strength of(}co1ox1i|ea
46 c. D4632, Standard Test Method for Grab Breaking Load and Elongation of
47 Geckexii)cy
CITY or FORT WORTH zn/4c/rrsxnz-cowTnAcr/,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 023*9
ncwoed December zo,zo/z
323213-3
CASIAN PLACE CONCRFTE RETAINING WAI..,LS
Page 3 of 6
I d. 1 4751' Standard Test Method for Deternuning Apparent Opening Size of a
2 Geotextile
3 2. Texas Department of Transportation('rXD(. 'l'), Standard Specifications for
4 Constniction and Maintenance of Highways and Bridges:
5 a. I 10,Excavation
6 b., 132,Effibankment
7 c. 400, Excavation and Backfill for Structures
8 d. 420, Concrete Structures
9 e. 421,Hydraulic Cement Concrete
10 f, 423,Retaining Walls
1I g. 440, Reinft.)rcing Steel
12 h, 445,Galvanizing
13 i. 458, Waterproofing Membranes for.Structures
14 j. 556,Pipe Underdrains
15 3. 'FxDOT'Standard—Spread Footing Walls
16 a. RW I (L)A—Low Footing Pressure,Design A Retaining Walls
1.7 b. RW I (L.)B Low Footing Pressure, Design B Retaining,Walls
18 c. RW I (L)C Low Footing Pressure,Desigm C Retaining Walls
19 d. RW I (H)A High Footing Pressure,Design A Retaining Walls
20 e. RW I (H)B High Footing Pressure,Desi6ni B Rer
,aining Walls
21 f. RW 1 (11.)C High Footing Pressure, Design C Retaining Walls
22 g. RW 2--Retaining all MiscellaneOLLS EX-MilS
23 4. Texas D�partment of Trarisportation(TXD(fl'), Manual orresting Procedures.
24 a. Tex-616-J,Construction Fabrics
25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
26 1.5 SUBMITTALS
27 A. See Section 03 30 000
28 1® ACTION SUBMITTALS [NOT USED]
29 ®7 CLOSEOUT SUBMITTALS [NOT USED]
30 1.8 MAINTENANCE MATERIAL SUBMITTALS [.NOT USED]
31 1.9 QUALITY ASSURANCE
32 A. See Section 03 30 000
33 1.10 DELIVERY,STORAGE,AND HANDLING
34 A. See Section 03 30 00.
35 1.11 SITE CONDITIONS
36 A. Ambient Conditions: See Section 03 30 00,
CITY OF FORT WORTH 2014 CIP YEAR 2-COWRAC F 1,UNIT 3
STANDARD coNsiRtic-rION SPE(A FICATION IX)CUMEwf's 02369
Revised December 20„21112
3232 13-4
cxxrIN+Lxcs CONCRETE RETAINING WALLS
Page 4v/a
| 1,12 WARRANTY [NOT USED]
2 PART 2 - PRODUCTS
3 2,1 OWNER-FURNISHED PRODUCTS [NOT 0SEX&]
4 2.2 MATERIALS
5 A. Concrete and Reinforcing Steel
6 l. Concrete Retaining Wall with Sidewalk
7 a. Section 03 30 00.
Q 2. TxDO3 Standard—Spread Footing Walls
9 a. 420, Concrete Structures
lO b. 42l, Hydraulic Cement Concrete
\l c. 440, Reinforcing Steel
12 d. 445, Galvanizing
13 e. 458, Waterproofing Membranes for Structures
14 B. BackfiU
15 ]. Concrete Retaining Wall with Sidewalk
\& a. Section 31 2S23
17 2. TxDOT Standard—5oreudFoo1ing \VaUo
\Q a. 132, Embankments
19 C. Doderdruiuo
20 l. Concrete Retaining Wall with Sidewalk
21 a. Section 33460O
22 2. Tx[>C}T Standard—Spread Footing VVa||a
23 u. 556, PipeDnderdnu\na
24 D. Filter Fabric
25 |. General
26 o. Provide standard weight fabric for retaining walls and soil separation.
27 b. Provide filter fabric rated uo UV-resistant when used ua part ofthe exposed
28 facing for utemporary wall.
29 o. The fabric consists exclusively of manmade thermoplastic fibers, is a non-
30 woven geotexh\c fabric, and forms u mat of uniform quality.
31 d. Fabric fihcroare continuous and random throughout the fabric.
32 c. The fabric is mildew resistant and ro1-proof and it is satisfactory for use in a
33 wet soil and aggregate environment.
34 2. Physical Requirements: The fabric must conform to the requirements listed inTable
35 ( when tested in accordance with the test methods specified.
3&
37 Table 1
38 Filter Fabric Requirements
39
Physical Properties Test Method Value
1�abric Weight, on an ambient Tex-616-J 4 oz/yard
temperature air-dried, tension
free Sam
Permittivity, I/sec ASTM 1.0, min
CITY np FORT WORTH zo14c/rYs^au-comrnxcT/,UNIT»
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December zo.2o/z
3232B-.5
CAST-M-PLACE CONCREIF RE—MINING WALLS
Page 5 of'6
'FensileStren:gth, Ibs AST 1.,14632 100 lbs
-APP-4:1ent AsTM_D 4._751 70400
........._M
.............
Elon,,,,ati2n at yield,perceant ASTIR 134632 20400
'fraLezo..idal Tear, lbs AST M D4533 35 lbs
1 2.3 ACCESSORIES INOT USED)
2 2.4 SOURCE QUALITY CONTROL [NOT USED
3 PART 3 ® EXECUTION
4 3.1 INSTALLERS [NOT USED]
.5 3.2 EXAMINATION (NOT USED]
6 3.3 PREPARATION (NOT USED]
7 3.4 INSTALLATION
8 A. Construct retaining walls in accordance with the Drawings and to the pertinent
9 requiremenits of the lollowing Sections:
10 1 Concrete Retaining Wall with Sidewalk
I I a. Section 03 30 00
12 b. Section 3123 16
13 c. Section 3123 23
14 d. Section 31 24 00
15 e. Section 33 46 00
16 2. "'rxDOT Standard—Spread J�'ooting Walls
17 a,. 110, Excavation
18 b. 132, Embankment
!9 c. 400, Excavation and Backfill for Structures
20 d. 423,Retaining Walls
21 e. 420,Concrete Structures
22 1". 458, Water proofing Mernbrarnes for Structures
23 g. 556,Pipe Underdrains
24 3.5 REPAIR
25 A. See Section 03 30 00.
26 3.6 RE-INSTALLATION [NOT USED]
27 3.7 FIELD QUALITY CONTROL
28 A. See Section 03 30 00.
CITY OF FORTWORT11 2014 CIP YEAR 2-CONTRACTI,UNT'I'3
STAND RD CONSMUC710N SPECIFICATTON DOCUMI'NI"S
Revised December 20,2012 02369
323213-6
CAST-04-PJACE CONCRIEW RETAINING WALLS
Page 6 orb
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING INOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACT (TIES [NOT USED]
5 3.12 PROTECTION [NOTUSED1
6 3.13 MAINTENANCE INOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
Revision Log
............
DATE NAME SUMMARY OF CHANICYE
12/20f2012 D.. Johnson 1,-2-A Flayinent Item for concrete retaining wall witb sidewalk was broken into two
Items:one for the face of wall wind one for the sideivalk.
9
CffY OF FORT WORlli 2014 OP YEAR 2-CON111ACT 1,UNIT 3
1 - X, 02369
,�TANI)ARD('(,'),NFj,rR�)(.']�'tONSPI-,('IIFI("A'1'10]q D( ,LM? S
Revim,,A L)wmber 20,2012
3291 N-I
TOPSOIL PLACEMENT AND FIN IS[TING OF PARKWAYS
Page I of 3
1 SECTION 32 9119
2 TOPSO11,PLACEM,ENT AND FINISHING OF PARKWAYS
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A, Section Includes
6 1. Fumish and place topsoil to the depths and on the areas shown on the plans.
7 B. Deviationts from City of Fort Worth Standards
8 1. None
9 C. Related Specification Sections include but are not necessarily firnited to
10 L Division 0-Bidding Requirements, Contract Forn:is,and Conditions oft e
i I Contract.
12 2. Division I -Generarl Requirements.
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A., Measurement and Payment
15 1. Measurement:
16 a.. Topsoil: measure by the cubic yard in 1place.
1"7 2. I'layinerit:
18 as Contract it price and total compensation for loading,hauling,placing and
19 finil-1.6shing all labor equipment,tools, supplies, and incidentals as necessary to
20 complete work.
21 b. All excavation required by this item in cut sections shall be measu:red in
22 accordance with provisions for the various excavation items involved with the
23 provision that excavation will be measured and paid for once,regardless of the
24 manipulations involved.
ffrY Or FORT WORTH 2014 CIP YEAR 2-U.NTRACITI,LMT3
STANDA.RD CONSTRUCTION SPECIFICATION W)CUMENTS 02369
Revised July 1,201 1
3291 19-2
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 2 of 3
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS
12 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
13 2.2 MATERIALS
14 A. Topsoil
15 1. Use easily cultivated, fertile topsoil that:
16 a. is free from objectionable material including subsoil,weeds, clay lumps, non-
17 soil materials, roots, stumps or stones larger than 1.5 inches
18 b. has a high resistance to erosion,and
19 c. is able to support plant growth.
20 2. Secure topsoil from approved sources.
21 3. Topsoil is subject to testing by the City.
22 4. pH: 5.5 to 8.5.
23 5. Liquid Limit: 50 or less.
24 6. Plasticity Index: 20 or less.
25 7. Gradation: maximum of 10 percent passing No. 200 sieve.
26 B. Water: Clean and free of industrial wastes and other substances harmful to the growth
27 of vegetation.
28 2.3 ACCESSORIES [NOT USED]
29 2.4 SOURCE QUALITY CONTROL [NOT USED]
30 PART 3 - EXECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EXAMINATION [NOT USED]
33 3.3 PREPARATION [NOT USED]
34 3.4 INSTALLATION
35 A. Finishing of Parkways.
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
3291 19-3
7'()PS01L PLACE' EN"I AND FINISI IING OF PARKWAYS
Page 3 of 3
1 1. Smoothly shape parkways, shoulders, slopes,and ditches.
2 2. Cut parkways to finish grade 1,,)rior to the placing of any improvernents in or
3 adjacent to the roadway.
4 3. In the event that unsuitable material for parkways is encountered, extend the depth
5 of excavation in the parkways six inches and backflll with top soil.
6 4. Make standard parkway grade perpendicular to and draining to the curb line.
7 a. Minimum: 114 inch per foot.
8 b. Maximum: 4:10
9 c. City may approve variations from these requ'ire ments in special cases.
10 5. Whenever the adjacent,property is lower than.the desi&ni curb grade and runoff
11 drains away from the street,the parkway grade must be set level with the top of the
12 curb.
13 64 The design grade from the parkway extends to the back of the walk line.
14 7. From that point(behind the walk),the&zrade may slope up or down at maximum
15 slope of 4:1.
16 B. Placing of Topsoil
17 1. Spread the topsoil to a uniform loose cover at the thickness specified,
18 2. Place and shape the topsoil as directed,
19 3. Hand rake finish a minimum of 5 feet from all flatwork
20 4. Tanip the topsoil with a light roller or other suitable equipment.
21 3.5 [REPAIRI/[RESTORATION] [NOT USED]
22 3.6 RE-INSTALLATION [NOT USED]
23 3.7 FIELD QUALITY CONTROL [NOT USED[
24 3.8 SYSTEM STARTUP [NOT USED1
25 3.9 ADJUSTING [NOT USED]
26 3.10 CLEANING [NOT USEDI
27 3.11 CLOSEOUT AcTivITIES [NOT USED]
28 3.12 PROTECTION [NOT USED]
29 3.13 MAINTENANCE [NOT USED]
30 3.14 ATTACHMENTS [NOT USED]
31 END OF SECTION
32
Revision Log
DATE NAME SUMMARY OF CHANGE
................
33
MY OF FORT WORTH 2014 CIP YE.AR 2.•CONTRACT 1,tDUT 3
STAN113ARD CONSTRUCIIUq SPECIII-ICATION DOCUMriqi's 02369
Revised My 1,2011
3ovzo'/
xvocnwuucxmo,SEEDING AND SODDING
Page/ ofr
|
SECTION 32 92 13
2 8YDB0MULCBING, SEEDING AND SODDING
3 PART1 - GENERAL
4 8.1 SUMMARY
5 A. Section Includes
0 l. Furnishing and installing grass sod and permanent seeding uu shown on plans, oroo
7 directed.
8 B. Deviations from City of Fort Worth Standards
A l. None
lU C. Related Specification Sections include but are not necessarily limited to
|/ l. Division 0-Bidding Requirements, Contract Forms, and Conditions ofthe
12 Contract.
13 2. Division ) General Requirements.
14 8,2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 l. Measurement
17 a. Block Sod Placement: measure bvthe square yard.
18 b. Seeding: measure bv the square yard by the installation method.
19 c. Mowing: measure hveach.
20 2. Payment
21 u. Block Sod Placement: contract unit price and total compensation for furnishing
22 and placing all sod, rolling and tamping, watering(until established), disposal
23 of all surplus materials, and material, labor, equipment,tools and incidentals
24 necessary to complete the work.
25 b. Seeding: contract unit price and total compensation for furnishing all materials
26 including water for aecd-ferti)izcr, slurry and hydraulic mulching, water and
27 mowing(until established), fertilizer, and material, labor, equipment,tools and
28 incidentals necessary 10 complete the work.
29 c. Mowing: contract unit price and total compensation for material, labor,
30 equipment,tools and incidentals necessary 10 complete the work.
31 1.3 REFERENCES }NOT USED]
32 8.4 ADMINISTRATIVE REQUIREMENTS }NOT USED]
33 1,5 ACTION SUBMITTALS [NOT USED]
34 8.6 INFORMATIONAL SUBMITTALS
35 A. Seed
36 l. Vendors' certification that seeds meet Texas State seed law including:
37 a. Testing and labeling for pure live seed(PLS).
38 b. Name and type ofseed.
CITY or FORT WORTH zo1*or YEAR z'rowrnxrr/.UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
3292 13-2
HYDROMM!CWNG,SEEDING AND SODD[NG
Page 2 of 7
1 2. All seed shall be tested in a laboratory with certified results presented to the City in
2 writing, prior to planting.
3 3. All seed to be of the previous season's crop and the date on the container shall be
4 within t)vet ve months of the seeding date.
5 1.7 CLOSEOUT SUBMITTALS INOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED]
7 1.9 QUALITY ASSURANCE INOT USED]
8 1.10 DELIVERY,STORAGE,AND HANDLING
9 A. Block Sod
10 1. Protect from exposure to wind,sun and fteezing.
11 2. Keep stacked sod moist.
12 B. Seed
13 1. if using native grass or wildflower seed,seed must have been harvested within one
14 hundred(100)miles of the construction site.
15 2. Each species of seed shall be supplied in a separate, labeled container for
16 acceptance by the City.
17 C. Fertilizer
18 1. Provide fertilizer labeled with the analysis.
.1
19 2 Conform to Texas fcrtifi7zr law.
20 1.11 FIELD [SITE] CONDITIONS [10101"USED]
21 1.12 WARRANTY INOT USED]
22 PART 2- PRODUCTS [NOT USED]
23 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
24 2.2 MATERIALS AND EQUIPMENT
25 A. Materials
26 1. Block Sod
27 as Sod Varieties (match existing if applicable)
28 1) "Stenotaphrum secundatum"(St. Augustine grass),
29 2) "Cynodon dactylon"(Cominon Bertnudagrass),
30 3) "Buchloe dactyloides" (Buffiflograss),
31 4) an approved hybrid of Conn moni Ben-nudap-ass,
32 5) or an approved Zoysiagrass.
33 b. Sod must contain stolons,leaf blades,rhizoilies and roots.
34 c. Sod shall be alive,healthy and free of insects,disease,stones,undesirable
35 foreign#naterials and weeds and grasses deleterimvs to its j;r(-)wth or which
36 might affect its subsistence or hardiness when trailspi anted.
37 d. MitaiMnl sod thickness: 3/4 inch
38 e. Maxirnuin grass height:2 inches
39 f Acceptable growing beds:
40 1) St. Augj,tsfirie grass sod: clay or clay to topsoil.
CITY OF FORT WORT14 2014 CIP YEAR 2-COMRACT 1,UNIT 3
STANDAR.1)COT,14STRUCMON SPECIFICATION TX)0 IMEN I'S 02369
Revised July 1,2011
329213-3
HYDROMULCHING,SEEDING AND SODDING
Page 3 of 7
1 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
2 g. Dimensions.
3 1) Machine cut to uniform soil thickness.
4 2) Sod shall be of equal width and of a size that permits the sod to be lifted,
5 handled and rolled without breaking.
6 h. Broken or torn sod or sod with uneven ends shall be rejected.
7 2. Seed
8 a. General
9 1) Plant all seed at rates based on pure live seed(PLS)
10 a) Pure Live Seed (PLS)determined using the formula:
11 (1) Percent Pure Live Seed= Percent Purity x [(Percent Germination +
12 Percent Firm or Hard Seed)+ 100]
13 2) Availability of Seed
14 a) Substitution of individual seed types due to lack of availability maybe
15 permitted by the City at the time of planting.
16 b) Notify the City prior to bidding of difficulties locating certain species.
17 3) Weed seed
18 a) not exceed ten percent by weight of the total of pure live seed (PLS)
19 and other material in the mixture.
20 b) Seed not allowed:
21 (1) Johnsongyass
22 (2) nutgrass seed
23 4) Harvest seed within 1-year prior to planting
24 b, Non-native Grass Seed
25 1) Plant between April 15 and September 10
26
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) nt)
25 Bermuda(unhulled) ej,nodon doetylon 85 90
75 Bermuda(hulled) cynodon doetylon 95 90
27
28 2) Plant between September 10 and April 15
29
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
220 Rye Grass loliurn multiflorum 85 90
75 Bermuda(unhulled) eynodon dactvlon 95 90
30
31 c. Native Grass Seed
32 1) Plant between February I and October 1.
33
Lbs. PLS/Acre Common Name Botanical Name
1.6 Green Sprangletop Leptochloa duhia
5.5 Sideoats Grama* Bouteloua cuitipendula
3.7 Little Bluestem* Schizachyy-ium scopa;'ium
17.0 Buffalograss Buchloe dactyloides
1.8 Indian Grass* Soi-ghasti-um nutans
0.5 Sand Lovegrass* Ey-agrostis trichodes
6.0 Big Bluestern A ndy-opogon get-ay-dii
8.0 Eastern Grama Tripscacum dacn,loides
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
3292 13-4
I IYDROMULCHING,SEEDfNG AND SODDrNG
Page,4 Groff'
1.2 Blue Grama Bouleloua gracilis
1.8 Switch grass Panicum virgedliM
Mo Prairie Wildrye* Elynaus canadensis
1
2 d. Wildflower Seed
3 1) Plant between the following.
4 a) Match 5 and May 31
5 b) September I and December 1.
6 abs.Il P11L,S/Acre Common Naine Botanical Name
...........
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias luberava
2.0 Clasping Coneflower* Rudbeckia amplexicaulis,
10 Golden-Wave Coreopsirs basalis
13.4 Illinois Bundleflower Desmanthim illinvenvis
13.6 Partridge Pea Camia.fitsciculata
10 Prairie Verbena Verhena bipinnattlida,
8.0 Texas Yellow Star Lindheimeri,texana
8.0 Winecup Callh-hoe involcrata
2.0 Black-eyed Susan Ruelbeckia hirta
18.0 Cutleaf Daisy Engehnatinia pinnat�fida
2.0 Obedient Plant Pkysosfegia intennedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
7 "'not to be planted within ten feet of a road or parking lot or within three feet of a
8 walkway
9
10 e. Teinporary Erosion,Control Seed
11. 1) Consist of the sowing of cool season plant seeds.
12 3. Mulch
13 a. For use with conventional mechanical or hydraulic planting of seed.
14 b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products
15 (waste products from paper mills or recycled newspaper),,
16 c. No&trowth or germination inhibiting factors,,
17 d. No more than ten percent moisture,air dry weight basis.
18 e. Additives:binder in powder form.
19 f Form a strong moisture retaining mat.
20 4. 1°ertifi7zr
21 a. acceptable condition for distribution
22 b. applied unitbnAy over the planted area.
23 c. Analysis
24 1) 16-20-0
25 2) 16-8-8
26 d. Fertilizer rate:
27 1) Not required for wildflower seeding.
28 2) Newly established seeding areas- 100 pounds ofnitrogen per acre.
29 3) Established seeding areas- 150 pounds of nitrogen per acre.
30 5. Topsoil: See Section 32 91 19.
CTrY OF FORT WORT74 2014 Cat'' EAR 2-CONTRACTA,UNIT3
STANDARD CONMUCTION SPECIFICA'110N DOCUMENTS 02369
Revised July 1,201 1
3292 13-5
oroxomuucoxvo,SEEDING AND SODDING
Page 5or7
l 6. Water: clean and free of industrial wastes or other substances harmful to the
2 germination of the seed orto the growth of the vegetation.
j 7. Soil Retention Blanket
4 a. "Cudcs }" from American Excelsior, 900 Ave. B East,Post Office Box 5624
5 Arlington, Texas 76O0l, l-BOO-777-3(}lLor approved equal. '
6
7 2.3 ACCESSORIES |yQKDT USED]
8 2.4 SOURCE QUALITY CONTROL [NOT USED]
9 PART - EXECUTION [NOT USED]
lO 3,1 INSTALLERS [NOT USED]
l} 3,2 EXAMINATION [NOT USED]
12 3.3 PREPARATION
13 A. Surface Preparation: clear surface of all material including:
14 L Stumps, stones, and other objects larger than one inch.
15 2. Roots, brush, wire, stakes, etc.
16 3. Any objects that may interfere with seeding ormaintenance.
17 B. Tilling
18 L Compacted areas: till one inch deep.
19 2. Areas sloped greater than 31: run u tractor parallel to slope to provide |css
20 seed/water run-off.
21 3. Areas near trees: Do not till deeper than one half inch inside "drip line" oftrees.
22 3.4 INSTALLATION
23 A. Block Sodding
24 L General:
25 a- Place sod between curb and walk and on terraces that io the same type grass as
26 adjacent grass or existing lawn.
27 h. Plant between the average last freeze date io the spring and 6weeks prior 0othe
28 average first freeze in the fall.
29 2. Installation
30 a. Plant sod specified after the area has been completed to the lines and grades
31 shown on the plans with 6 inches oftopsoil.
32 h. Use care to retain native soil on the roots of the sod during the process of
33 excavating, hauling and planting.
34 c. {{ccp sod material moist from the time itis dug until planted.
35 d. Place sod oo that the entire area designated for sodding iocovered.
36 c. Fill voids |cft in the solid sodding with additional sod and tamp.
37 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
38 slope.
39 g. Peg sod with wooden pegs(or wire staple) driven through the sod block to the
40 firm earth in areas that may slide due to the height orslope of the surface or
41 nature of the soil.
CITY or FORT WORTH zo|4c/r YEAR z-comrnAcr/.UNIT 3
armvoxuucomsrnucr/omapscmcxr/owoocuwemrs 02369
Revised July 1,2011
:x29213--6
HYDROMULCHING,SEEDING AND SODDING
Page 6 of'7
3. a CTR by means of temporary
2 Furnish waterers a an ancillary cost to CONTRA
3 nietering/irrigation,water truck or by any other method necessary to achieve
4 an acceptable stand of turf as defined in 3.133.
5 b. 1"horouglily water sod immediately after planted.
6 c. Water until established.
7 d. 6jenerally,an ainount of water that is equal to the average arnourit of rainfall
8 plus one half inch per week should be applied until accepted, 11'applicable,
9 plant large areas by irrigation zones to ensure areas are watered as soon as they
io are planted.
11 B. Seeding
12 1. General
13 a. Seed only those areas indicated on the plans and are disturl-)ed by
14 construction.
15 b. Mark each area to be seeded in the field prior to seeding for City al°-)proval.
16 2. Broadcast Seeding
17 a. Broadcast seed in two directions at right angles to each other.
18 b. Harrow or rake lightly to cover seed.
19 c. Never cover seed with more soil than twice its diameter.
20 d. For wildflower plantings:
21 1) scalp existing grasses to one inch.
22 2) remove grass clippings, so seed can make contact with the soil.
23 3. Mechanically Seeding(Drilling):
24 a. Uniformly distribute seed over the areas shown on the plans or as directed.
25 b. All varieties of seed and fertilizer may be distributed at the same time provided
26 that each component is uni fbi-mly applied at the specified rate.
27 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
28 drill.
29 d. Drill on the contour of slopes
30 e. After planting roll with a roller integral to the seed drill,or a corrugated roller
31 of the "Cultipacker"type.
32 f. Roll slope areas on the contour.
33 4. flydromulching
34 a. Mixing,,, Seed,mulch,fertilizer and water may be mixed provided that:
35 1) Mixti.,treisuriifonnly suspended to form ahoinogeyioussluri)r.
36 2) Mixture forms a blotter-like ground cover irnpregnated uniformly with
37 grass seed.
38 3) MiXtUrC is applied within thirty(30)minutes after placed in the equipment.
39 b. Placing
40 1) Uniforrnly distribute in the quantity specified over the are shown on the
41 plans or as directed,
42 5. Fertilizing: unifbri-rtly apply fertilizer over seeded area.
43 6. Watering
44 a. burnish water by means of tenipormy metering/irrigation,water truck or by
45 any other method necessary to achieve an acceptable stand of turfas defined in
46 3.13.13.
47 b. Water soil to a inininium depth of 4 inches within forty eight hours of seeding,
Crf'Y OF FORT WORM 2014 CIP YEAR,2-CONTRACT I,UNIT 3
STANDARD CONS TM ICTION SPECIFICATION MKUNIENTS 02369
Revised July 1,201 1
3292 13-7
HYDROMULCHING,SEEDING AND SODDING
Page 7 of 7
1 c. Water as direct by the City at least twice daily for 14 days after seeding in such
2 a manner as to prevent washing of the slopes or dislodgement of the seed.
3 d. Water until final acceptance.
4 e. Generally, an amount of water that is equal to the average amount of rainfall
5 plus one half inch per week should be applied until accepted.
6 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
7 3.6 RE-INSTALLATION [NOT USED]
8 3.7 FIELD QUALITY CONTROL [NOT USED]
9 3.8 SYSTEM STARTUP [NOT USED]
10 3.9 ADJUSTING [NOT USED]
11 3.10 CLEANING [NOT USED]
12 3.11 CLOSEOUT ACTIVITIES
13 3.12 PROTECTION [NOT USED]
14 3.13 MAINTENANCE
15 A. Block Sodding
16 1. Water and mow sod until completion and final acceptance of the Projector as
17 directed by the City.
18 2. Sod shall not be considered finally accepted until the sod has started to peg down
19 (roots growing into the soil) and is free from dead blocks of sod.
20 B. Seeding
21 1. Water and mow sod until completion and final acceptance of the Project or as
22 directed by the City.
23 2. Maintain the seeded area until each of the following is achieved:
24 a. Vegetation is evenly distributed.
25 b, Vegetation is free from bare areas.
26 3. Turf will be accepted once fully established.
27 a. Seeded area must have 100 percent growth to a height of three inches with one
28 mow cycle performed by the CONTRACTOR prior to consideration of
29 acceptance by the City.
30 C. Rejection
31 1. City may reject block sod or seeded area on the basis of weed populations.
32 3.14 ATTACHMENTS [NOT USED]
33 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
34
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1, UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
3305 13-1
FRAME,COVER,AND GIUDE RrNGS
page I of's
I SECTION 33 05 13
2 FRAME,COVER, AND GRADE RINGS
3 PART 1 - GENERAL
4 1.1 SUMMARV ,
5 A. Section Includes:
6 1. Frame,cover and grade rings used as access ports into water,sanitary sewer and
7 storm drain structures such mantioles or vaults
8 B. Deviations from this City of Fort Worth Standard Specification
9 1, None.
10 C. Related Specification Sections include,but are not necessarily linnited to:
11 1. Division 0 Bidding Requirernents,Contract Forms,and Conditions of the
12 Contract
13 20 Division I General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Paynient
16 1. Measurement
17 a. This Item is considered subsidiary to the structure containing the frawne,cover
18 and grade rings.
19 2. Paytrient
20 a. The work perfornied and the materials furnished in accordance with this Item
21 are subsidiary to the it price bid per each structure complete in place,and no
22 other cornpensation will be allowed.
23 1.3 REFERENCES
24 A. Reference Standards
25 1. Reference standards cited in this Specification refer to the current reference
26 standard published at the time of the latest revision date logged at the end of this
27 Specification,unless a date is specifically cited.
28 1 ASTM International(AS NI)
29 a. ASTIR AM--Standard Specification for Gray Iron Castings
30 b. AsTM A.536®Standard Specification for Ductile Iron Castings
31 c. ASTM C478-Spec i fi cati ori for Precast Reinforced Concrete Manhole Sections
32 3. Amefican Association of State Highways and Transportation Officials(A-ASff.ro)
33 a. RASH "C)M306-- Standard Specification for Drainage, Sewer, Utility and
34 Related Castings
35 1.4 ADMINISTRATIVE RE,QUIREMENTS [NOT USED]
36 1.5 SUBMITTALS
37 A. Submittals shall be in accordance with Section 01 33 00.
CITY OF FORT WOFfff 1 2014 CIP YEAR 2-CONT111ACT 1,UNf F 3
STANDARD CONSTRUCTION SPEICIFK-AlION 1,)00JM11,,U'S 02369
Revised July 1,2011
3305 13-2
FRAME,COVER,AND GRADE RINGS
Page 2 of 5
1 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or
2 fabrication for specials.
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
4 A. Product Data
5 1. All castings shall be cast with:
6 a. Approved foundry's name
7 b. Part number
8 C. Country of origin
9 2. Provide manufacturer's:
10 a. Specifications
11 b. Load tables
12 c. Dimension diagrams
13 d. Anchor details
14 e. Installation instructions
15 B. Certificates
16 1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO
17 designations.
18 1.7 CLOSEOUT SUBMITTALS [NOT USED]
19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE [NOT USED]
21 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
22 1.11 FIELD [SITE] CONDITIONS [NOT USED]
23 1.12 WARRANTY [NOT USED]
24 PART 2 - PRODUCTS
25 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
26 2.2 EQUIPMENT,PRODUCT TYPES, MATERIALS
27 A. Manufacturers
28 1. Only the manufacturers as listed on the City's Standard Products List will be
29 considered as shown in Section 01 60 00.
30 a. The manufacturer must comply with this Specification and related Sections.
31 2. Any product that is not listed on the Standard Products List is considered a
32 substitution and shall be submitted in accordance with Section 01 25 00.
33 B. Castings
34 1. Use castings for frames that conform to ASTM A48, Class 35B or better.
35 2. Use castings for covers that conform to ASTM A536, Grade 65-45-12 or better.
36 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle
37 loading with permanent deformation.
38 4. Covers
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT 1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
330513-3
FRAME,COVER,AND GRADE RINGS
Page 3 of'S
I as Size to set flush with the frame with no larger than a 1/8 inch gap between the
2 frame and cover pick holes.
3 b. Provide with 2 inch wide pick slots in lieu of pi
4 c., Provide gasket in frame and cover.
5 d. Standard Dimensions
6 1) Sanitary Sewer wer frames and
7 Provide a clear opening of 30 inches for all sanitary se
8 cover assemblies imless offierwise specified in the Contract Documenm
9 2) Storm Drain
10 a) Provide a clear opening of 22 1/2inches for all storm drain frarnes, inlets
11 and cover assemblies unless otherwise specified in the Contract
12 Documents.
13 b.) Provide a tnininliurn clear opening of 24 inches for all storm sewer
14 manholes andjunction structures.
15 e. Standard L,abcls
16 1 Water
17 k) Cast lid with the word"WATER"in 2-inch letters across the lid.
18 2) Sanitary Sewer
19 a) Cast lid with the word"SANaARY SEWER" in 2-inch letters across
20 the lid.
21 3) Storm Drain
22 a:) Cast lid with the word"STORM DRAIN"in 2-inch letters across the
23 H&
24 f Hinge Covers
25 1) Provide water tight gasket on all hinged covers.
26 2) Water
27 k) Provide Itinged covers for all water structures,
28 3) Sanitary Sewer
29 a) Provide hinged covers for all manholes or structures constructed over
30 24-inch sewer lines and larger,and for manholes where rim elevations
31 are greater than 12 inches above the surface.
32 C, Grade Rings
33 1. provide grade rings in sizes from 2-inch up to 8-inch.
34 2. Use concrete in traffic loading areas.
35 3. In non-traffic areas concrete or IMPE can be used.
36 D. Joint Sealant
37 1. Pro�vide a pre-formed ortrowelabl'ie biturrastic sealant in an extrudable or flat tape
38 form.
39 2. Provide sealant that is not dependant on a chernical action for its adhesive
40 properties or cohesive strength,
cn"Y Or FORT WOR:Tf 1 2014 CIP YEAR,2-CONTRACT I,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION D(X'1 YME NTS 02369
ReviseJ July 1,2011
ssco o 4
FRAME,COVER,AND GRADE RINGS
PaQe 4»/5
l 2.3 ACCESSORIES [NOT 0S0D|
2 2,4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3,8 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3,3 PREPARATION [NOT USED]
7 3,4 INSTALLATION
8 A. Grade Rings
V l. Place uo shown io the water and sanitary sewer City Standard Details.
10 2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant.
\l 3. Seal each grade ring with sealant specified in this Specification and as shown on the
12 City Standard Details.
13 B. Frame and Cover
14 l. VVu1cr
15 m. For water structures instal I frame, cover and grade rings in accordance with
16 applicable City Standard Detail.
17 2. Sanitary Sewer
18 u. For sanitary sewer structures install frame, cover and grade rings in accordance
)V with applicable City Standard Detail.
20 3. Storm Drain
21 u. For storm drain structures install frame, cover and grade rings in accordance
22 with applicable City Standard Detail.
23 4. Hinge Cover
24 u. Provide hinge cover on elevated manholes,junction boxes, in the flood plain
25 and where specified nn the Drawings.
26 C. Joint Sealing
27 l. Seal frame, grade rings and structure with specified sealant.
28 D. Concrete Collar
29 |. Provide concrete collar around all frame and cover assemblies.
CITY or FORT WORTH zn/4op YEAR z'cowTnacr/,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised July 1,2011
33 05 135
FRAME,COVER,AND G RV4GS
Page 5 of 5
1 3.5 REPAIR/RESTORATION [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USEDI
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
Revision Log
DA TL NAME SUMMARYCAF CHANGE
6/25/2014 F Griffin Corrected error in Part 2-2.2-B-4-d-2-a. Cover size should be 22 1/2 inches rather
than 19`X4 inches.
13
CFTY OF FORT WORT74 2014 CIP YrAR 2-COWnUCII'1,Uwl`3
STANDARD C'ONSTRUCIION SPECIFICA110N DOCUMENTS 02369
RevisLd July 1,2011 1
3305 w /
ADJUSTING MANHOLES- GRADE
Page | ofo
l
SECTION 3305D4
2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
3
GRADE
4 PART D - GENERAL
5 D,D SUMMARY
6 A. Section Includes:
7 |. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous structures tnunew grade
0 B. Deviations from this City of Fort Worth Standard Specification
10 >. None.
ll C. Related Specification Sections include, but are not necessarily limited to:
12 l. Division O—Bidding Requirements, Contract Forms, and Conditions ofthe
13 Contract
14 2. Division | —Gcneru| Requirements
15 3. Section 3] 05 7O—Utility Trench Excavation, Embedment and Buckfi||
16 4. Section 3305 |] —Frame, Cover and Grade Rings
17 5. Section 33 39 )0—Cuot-in-P|uue Concrete Manholes
18 6. Section 333420—Precast Concrete Manholes
19 7. Section 33 |22O—Resilient Seated Gate Valve
20 Q. Section 33 l22l —/\VVVY/\ Rubber-Seated Butterfly Valve
Zl 9. Section 33 04 11 —Corrosion Control Test Station
22 10. Section 3304 }2—Magnesium Anode Cathodic Protection
23 1,2 PRICE AND PAYMENT PROCEDURES
34 A. Measurement and Payment
35 l. Manhole—Minor Adjustment
36 u. Measurement
37 l) Measurement for this Item shall bn per each adjustment using only grade
28 rings or other minor adjustment devices iou grade specified onthe
29 Drawings.
30 h. Puynncot
31 )) The work performed and the materials furnished in accordance with this
32 licnn wi!| he paid for u1the unit price hid per each"Manhole /\cUua(oneoi,
33 Minor"completed.
34 c. The price bid shall include:
35 |} Pavement removal
36 2) Excavation
37 3) Hauling
38 4) Disposal nf excess material
39 5) Grade rings or other adjustment device
40 h) Furnishing, placing and compaction of embedment and huckO||
CITY nr FORT WORTH zo14c/p YEAR z-c0wruxcT1.UNIT 3
nr^wmAnucowsrnocTmmopcc/r/cAnnwoncomswTy 02369
Revised July 1,2011
33 05 14-2
ADJUS]ING MANHOLES,INLEIS,VALVE'B()XEf,3,,AND OTHER SI]RI➢ZTURES TO GYRADE
Page 2 of 6
1 7) Clean-up
2 2. Manhole-Major Aqjustynent
3 a. Measurement uiring structural
4 1) Measurement for this Item shall be per each adjustment re q
5 modifications to manhole to a grade specified on the Drawings.
6 b. Payment ce with this
7 1) The work performed and the materials furnished in accord,an
8 Item will be paid for at the unit price bid per each"Manhole AdJustment,
9 Major"conripleted.
10 c. The price bid shall include:
1.1 1) Pavement removal
12 2) Excavation
13 3) Hauling
14 4) Disposal of excess material
15 5) Structural modifications, grade rings or other adjustment device
16 6) Furnishing,placing and conipaction of embedment and backfill
17 7) Clean-up
18 3. Inlet
19 a. Measurement
20 1) Measurement for this Item shall be per each adjusn'nent requiring structural
21 modifications to inlet to a grade specified on the Drawings.
22 b. Payment
23 1) The work performed and the materials furbished in accordance with this
24 Item will be paid for at the it price bid per each"Inlet Adjustment
25 completed.
26 c. The price bid shall include:
27 1) Pavement removal
28 2) 11'xcavation
29 3) Hauling
30 4) Disposal of excess material
31 5) Structural niodifications
32 6) Furnishing,placing and compaction of eiubedment and backfill
33 7) Clean-up
34 4. Valve Box
35 a. Measurement
36 1) Measurement for this Item shall be per each adjustment to a grade specified
37 on the Drawings.
38 b. payment
39 1) The work performed and the materials furnished in accordance with this
40 Item will be paid for at the it price bid per each"Valve Box A,d J ustment"
41 co�niipleted.
42 c. The price bid shall include:
43 1) Pavement removal
44 2) Excavation
45 3) Hauling
46 4) Disposal of excess material
47 5) Adjustment device
48 6) Furnishing,placing and compaction of embedinent and backfill
49 7) Clean-up
CITY OF FORT WORM 2014 CHI Y1..AR.2-CONIIZA(.T 1,UNIT 3
STANDARD CONS'MUCTION SPECIFIC,ATION DOCUMENTS 02369
Revised July 1,2011
33m w 3
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES roGRADE
Page 3o/6
\ 5. Cathodic Protection Test Station
2 u. Measurement
3 l) Measurement for this Item shall be per each ad6ustnoonttoa ��despecified
4 on the Drawings.
'
5 b. Payment
6 l) The work performed and the materials furnished in accordance with this
7 Item will he paid for atthe unit price hid per each "Cathodic Protection
8 Test Station Adjustment" completed.
q c. The price bid shall include:
|U 7) Pavement removal
|| 2) Excavation
12 ]) Hauling
13 4) Disposal of excess material
14 5) Adjustment device
15 b) Furnishing, placing and compaction of embedment and hackfi7|
16 7) Clean-up
17 6. pino Hydrant
18 u. Measurement
|V |) Measurement for this Item shall bc per each adjustment requiring stem
20 extensions to meet a grade specified by the Drawings.
21 b. Payment
22 l) The work performed and the materials furnished io accordance with this
23 Item will be paid for a1the unit price hid per each "Fire Hydrant Stem
24 Extension"completed.
25 c. The price bid shall include:
26 |) Pavement removal
27 2) Excavation
28 ]) Hauling
29 4) Disposal of excess material
30 5) Adjustment materials
31 6) Furnishing, placing and compaction of embedment and hackfi\|
32 7) Clean-up
33 7. Miscellaneous Structure
34 u. Measurement
35 l) Measurement for this Item shall be per each adjustment requiring structural
36 modifications to said structure 1oagrade specified oo the Drawings.
37 h. Payment
38 |) The work performed and the materials furnished in accordance with this
39 }1eno will he paid for u1the unit price bid per each "Miscellaneous Structure
40 &/bus1noeni" completed.
41 c. The price bid shall include:
42 |) Pavement removal
43 2) Excavation
44 ]) Hauling
45 4) Disposal of excess material
46 5) Structural modifications
47 6) Furnishing, placing and compaction of embedment and hackfi\\
48 d. Clean-up
CITY or FORT WORTH zo1*cn YEAR z'co*rmAcr/�UNIT s
srxmn^nocowsnwucnowspEcmcxnowuncuMEwrs 02369
Revised July 1,2011
3305 14-4
ADJUSTINGUANIHOLES,INLETS,VAINEBOXES,)MOTHER STRUC-FURESTO GR.ADF-
Page 4 of 6
i 1.3 REFERENCES
2 A. Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard published at the thne of the latest revision date log I
ged' at the end of this
5 Specification, unless a data is specifically cited.
6 2. Texas Commission on EnvironrnentA Quality(TCEQ):
7 a. Title 30,Part 1,Chapter 217, Subchapter C,Rule 217.55 Manhoies and
8 Related Structures.
9 1.4 ADMINISTRATIVE REQUIREMENTS [NoT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINTENNNCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE [NOT USED]
15 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USEDI
17 1.12 WARRANTY [NOT USED]
18 PART 2 - PRODUCTS
19 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT"USED]
20 2.2 MATERIALS
21 A. Cast-in-Place Concrete
22 1. See Section 03 30 00.
23 B. Modifications to Existing Concrete Stnictures
24 1. See Section 03 80 00.
25 C. Grade Rings
26 1. See Section 33 05 13.
27 D. Frame and Cover
28 1. See Section 33 05 13.
29 F. Back fill inaterial
30 1. See Section 33 05 10.
31 F. Water valve box extension
32 1. See Section 33 12 20.
33 G. Corrosion Protection Test Station
CITY C)FIFORTWORT71
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'r's 2014 CIP YEAR 2-CON11WET 1,UNrT'3
Revised July 1,2011 02369
xmom�ux�o �./wa�,vmvE�x .mvomm���oo�» �mw�
Page 5o/6
/ l. See Section JJ04 | l.
2 BL Cuot-in-P|ucc Concrete Manholes
3 }. See Section 33 39 10.
4 /. Precast Concrete Manholes
5 ). See Section 333P20.
6 2,3 ACCESSORIES |NKD7[ 0SE1Wl
7 2,4 SKD0KkCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [y4KDT USED]
|O 3.2 EXAMINATION
ll A. Verification ofConditions
12 ). Examine existing structure to be adjusted, for damage or defects that may affect
13 grade adjustment.
14 a. Report issue to City for consideration before beginning adjustment.
15 3.3 PREPARATION
16 A. Grade Verification
17 ). Un major udiustnucntaconOnnuoy grade change noted on Drawings isconsistent
18 with field measurements.
19 u. /f not, coordinate with City to verify final grade before beginning adjustment.
2O 3,4 ADJUSTMENT
21 A. Manholes, Inlets, and Miscellaneous 3tcuutuo:a
22 ). On any sanitary sewer adjustment replace 24-inuhframe and cover assembly with
23 30-inch Dmnnc and cover assembly per TCE0requirement.
24 2. On manhole major adjustments, inlets and nnimcc||uocoum structures protect the
25 bottom using wood forms shaped to fit so that no debris blocks the invert or the
26 inlet o,outlet piping in during adjustments.
27 u. Do not use any more than u2-picucbottom.
28 3. C>o not extend chimney portion of the manhole beyond 24inches.
29 4. Use the least number of grade rings necessary 10 meet required grade.
30 u. For example, if )-fbot adjustment is required, use 6-inch rings, not 2-inch
31 doDm.
32 B. Valve Boxes
33 ). Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
34 the Drawings.
35 C. Buckfi|| and Grading
36 |. Backfill area of excavation surrounding each adjustment in accordance to Section
37 3305 10.
CITY op FORT WORTH zo/4c/p YEAR z'cowraAcr1.UNIT 3
sTxwoAnocowsTnucTmwspsc/p/cATmwoocuwEwrs 02369
Revised July 1,2011
3305 14-6
ADJUSTING MAN1101.1S,M.,ETS,VALVE BOXF..',S,AND OTHER STRUCTURES TO GMDE,
Page,6 of'6
1. 3.5 REPAIR/RESTORATION [NOT USED]
2 3.6 RE-INSTALLATION [NOT'USED]
3 3.7 FIELD joRl SITE QUALITY CONTROL[NOT USED]
4 3.8 SYSTEM STARTUP[NOT USED]
ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS (NOT USE DI
11 END OF SECTION
12
Revision,Log
DATE, NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH 2014 CP YEAR 2-CON'TIZACTA,UN U 3
STANDARD CONSTMA'110N SPECIFICATION DOC,UMENTS 02369
Revi,wA My 1,2W 1
omn /
CONCRETE COLLARS
Pam/ of 3
I SECTION 3305 17
2 CONCRETE COLLARS
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 l. Concrete Collars for Manholes
7
8
9 B. Deviations from this City of Fort Worth Standard Specification
lO l. None.
ll C. Related Specification Sections include but are not necessarily limited to:
12 l. Division 0—Bidding Requirements, Contract Forms, and Conditions ofthe
13 Cmkmd
14 2. Division l —OcncudRequirenncnts
15 3. Section 033000—Cust-|n'PluceConcrete
16 4. Section 03 80 00—Modifications to Existing Concrete Structures
17 5. Section 33O5 l3 —Frame, Cover, and Grade Rings
18 1,2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 ). Manhole
21 a. Measurement
22 }) Measurement for this Item shall he per each.
23 h. Payment
24 )) The work performed and the materials furnished in accordance with this
35 ltcnu shall be paid for atthe unit price bid per each"Concrete Collar"
26 installed.
27 c. The price bid will include:
28 l) Concrete Collar
29 2) Excavation
30 3) Forms
31 4) Reinforcing steel (if required)
32 5) Concrete
D 6) BockfiU
34 7) Pavement removal
35 O) Hauling
36 9) Disposal of excess material
37 |0} Placement and compaction ofbackfi\l
38 11) Clean-up
39 12) Additional pavement around perimeter of concrete collar us required for
40 rim adjustment on existing manhole.
41
CITY up FORT WORTH zo/4c/p YEAR z'comnRxcri.UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December zo,zo/z
„305 17.,2
CONCREIT'COLLARS
Pape,2 of 3
1 1.3 REFERENCES
2 A. Reference Standards
3 1 Reference st�ndards cited in this Specification refer to the current reference
4 standard published at the time of the latest revision date logged at the end of this
5 Specification,unless a date is specifically cited.
6 2. AS"I'M International (As'rw:
7 a. D4258.
, Standard Practice for Surt'ace Cleaning Concrete for Coating”
8 b. D4259, Standard Practice for Abrading Concrete.
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUAL[Tyr ASSURANCE [NOT USED]
15 1.10 DELIVERY,STORAGE,AND RANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WARRANTY [NOT USED]
18 PART2 - PRODUCTS
19 2.1 OWNER-FURNISHED[o R] OWNER-SUPPLIEDPRODUCTS [NOT USED]
20 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS
21 A. N4aterials
22 1. Concrete—Conform to Section 03 30 K
23 2. Reinfon.,in g Steel Confonn to Section 03 2100.
24 3. Frame and Cover Conform to Section 33 05 13.
25 4. Grade Ring—Conform to Section 33 05 13.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3- EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION
31 A. Evaluation and Assessment
32 1. Verify lines and grades are in accordkmce to the Drawings,
CITY OF FORT WORTH 2014 CH'YEAR 247ONTRACTI,UNIT 3
STANDARI)CONS'MUCTION SPECIFICXWN WCUMENIS 02369
RevisW Drcemlxr 20,2012
33 05 17-3
CONCRETE COLLARS
Paee 3 of 3
1 3.3 PREPARATION [NOT USED]
2 3.4 INSTALLATION
3 A. Final Rim Elevation
4 1. Install concrete grade rings for height adjustment.
5 a. Construct grade ring on load bearing shoulder of manhole.
6 b. Use sealant between rings as shown on Drawings.
7 2. Set frame on top of manhole or grade rings using continuous water sealant.
8 3. Remove debris, stones and dirt to ensure a watertight seal.
9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the
10 final surface elevation of the manhole frame.
11 3.5 REPAIR/RESTORATION [NOT USED]
12 3.6 -INSTALLATION [NOT USED]
13 3.7 FIELD QUALITY CONTROL [NOT USED]
14 3.8 SYSTEM STARTUP [NOT USED]
15 3.9 ADJUSTING [NOT USED]
16 3.10 CLEANING [NOT USED]
17 3.11 CLOSEOUT ACTIVITIES [NOT USED]
18 3.12 PROTECTION [NOT USED]
19 3.13 MAINTENANCE [NOT USED]
20 3.14 ATTACHMENTS [NOT USED]
21 END OF SECTION
22
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson l.1.A.2—Blue text added to clariR,where concrete collars are to be installed.
23
CITY OF FORT WORTH 2014 CIP YEAR 2-CONTRACT'1,UNIT 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02369
Revised December 20,2012
3471 13-1
TRAFFIC CONTROL
Page,I of 5
SECTION 00 00 0013
2 SPEC 11-1CATION SECTION TITLE
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Installation of Traffic Control Devices and preparation of Traffic(,,oritrol Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited too
10 L Division 0 Bidding Requirements, Contract Forms and Conditions of the Conti-act
1.1 20 Division I w General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
t A. Measurement and Payment
14 1, Installation.of Traffic Control Devices
15 a. Measurement
16 1) Measurement for Traffic Control Devices shall be per month for the Project
17 duration.
18 a) A month is defined as 30 calendar days.
19 b. Pityrrient
20 1) The work performed and materials furnished in accordance with this item
21 and measured as provided under"Measurement"shall be paid for at the
22 unit price bid for"Traffic Control".
23 c. the price bid shall include:
24 1) Traffic Control implementation
25 2) Installation
26 3) Maintenance
27 4) Adjustments
28 5) Replacements
29 6) Removal
30 2. Portable Message Signs
31 an Measurement
32 1) Measurement for this Item shall be per week for the duration of use.
33 b. payment
34 1) The work perforrned and materials ftirnished in accordance to this Item and
35 measured as provided under"Measureivent"shall be paid for at the unit
36 price bid per week for"Portable Message Sign"rental.
37 c. The price bid shall include:
38 1) Delivery of Portable Message Sign to Site
39 2) Message updating
40 3) Sign movement throughout construction
41 4) Return of the Pot-table Message Sign post-construction
crry OF FORT'WORTH STREET RE'HABILI rATION(HMAC 2015 4)
STANDARD CONSTRUCHON SPE4 IFICA710N DOCUMENTS 02551
Reviscd July 1,20 11
3471 13-2
TRAFFIC CONTROL
Page zo/s
l 3. Preparation of Traffic Control Plan Details
Z u. Measurement
3 l) Measurement for this Item is per each TouDic Control Dciui| prepared.
4 b. Payment
5 l) The work performed and materials furnished in accordance with this Item
6 shall be paid for u1the unit price bid per each ^^TrofUu Control DciuU"
7 prepared.
8 c. The price bid shall include:
V |) Preparing the Traffic Control Plan Details
10 2) Adherence io City and Texas Manual on Uniform Traffic Control Devices
l\ (TMUTCD)
12 3) Obtaining the signature and seal of a licensed Texas Professional Engineer
13 4) Incorporation of City comments
14 1,3 REFERENCES
15 A. Reference Standards
16 |. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
78 Specification, unless uda1c in specifically cited.
19 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD).
20 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
21 Transportation, Standard Specifications for Construction and Maintenance of
22 Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Coordination
25 |. Contact Traffic Services Division (Ql7-3q2-773Q) u minimum of4B hours prior to
26 implementing Traffic Control within 500 feet ofutraffic signal.
27 B. Sequencing
28 l. Any deviations io the Traffic Control Plan included iu the Drawings must be first
29 approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Provide the City with a current list of qualified flaggers before beginning flagging
32 activities. Use only fluggemon the quu|ificdlist.
33 B. Obtain u Street Use Permit from the Street Management Section of the Traffic
34 Engineering Division, 3l| W. l0mStreet. The Traffic Control Plan (TCP) for the
35 Project shall be as detailed on the Traffic Control Plan Dc1ui\ ohccty 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 bc responsible for having o licensed Texas
41 Professional Engineer sign and ocu| the Traffic Control Plan sheets.
CITY op FORT WORTH STREET REHABILITATION(nwxczo/5-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02551
Revised hily 1,2011
3471 113-3
TRAFFIC CONTROL
Page 3 of 5
E. Contnactorresponsible for having a licensed'I'exas Professional Erwineer sign and seal
2 changes to the Traffic Control Plan(s)developed by the Design Engineer.
3 F. Design Engineer will furnish standard details far Traffic Control,,
4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE INGOT USED]
8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
9 1.11 FIELD jsjTEj CONDITIONS [NOT USED]
10 1.12 WARRANTY INGOT" USED]
11 PART 2 - PRODUCTS
12 2.1 OWNER-FURNISHED JORI 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 confonn to details shown on the
17 Drawings,the TMUTCD, andTxDOT's Compliant Work Zone Traffic Control
18 Device List(cwz',T(.DL).
19 2. Materials
20 a. Traffic Control Devices must meet all reflectivity requirements included in the
21 TMUTCD and"J"'xDOT'Specifications - Item 502 at all times during
22 construction,
23 b. Electronic message boards shall be provided in accordance with the TO41.j'rca
24 2.3 ACCESSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL [NOT USED]
26 PART 3- EXECUTION
27 3.1 EXAMINATION [NOT USED]
28 3.2 PREPARATION
29 A. Protection of In-Place Conditions
30 1. Protect existing traffic si&mal equipment.
31 3.3 INSTALLATION
32 A. J."011ow the"Traffic Control Plan (TCP)and install Traffic Control Devices as shown on
33 the Drawings and as directed,
CITY OF FORT WORTH STItFL-I'lltl,.',IIABIII,Y'TTALON(A. .AC'2015_4)
STAN13ARD CONSTRUCHON SPECIFICATTON rX)(MMENTS 02551
Revis July 1,2011
3471 13-4
TRAFFIC CONTROL
Page*wr5
l B. Install Traffic Control Devices straight and plumb.
2 C. Do not make changes to the location of any device or implement any other to 3 the TruO�uConiu� Plan without the of the Engineer.
—'=—
4 /. Minor adjustments 0m meet field conmirudubUityand visibility are allowed.
5 D. Maintain Traffic Control Devices 6v taking corrective action as moon as possible.
6 /. Corrective action includes but isnot limited iocleaning, replacing, m1ruich1enin��
7 covering, or removing Devices.
~
8 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
4 and that reiroreDecdve characteristics meet requirements during darkness and ruin.
10 B. If the Inspector discovers that the Contractor has failed iocomply with applicable federal
I undmta1e|uwm(6vfai|ingtofbrnishihenecemxuryflugnen, warningdeviuem,hanicudeo,
12 lights,signs,or other precautionary measures for the protection of persons or property),the
13 Inspector may order such additional precautionary measures he taken to protect persons
14 and property.
15 P. Subject k/the approval of the Inspector,portions of this Project, whioharenotaffeuiedbv
16 or in conflict with the proposed method of handling traffic or utility adjustments,can be
77 constructed during any phase.
18 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
!y distance of drivers entering thehighwuybmmd6vevvaysormidexireeim.
20 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may
21 he erected and mounted on portable supports.
22 l. The support design im subject\o the approval of the Engineer.
23 l. Lane closures shall be in accordance with the approved Traffic Control Plans.
24 J. lfui any time the existing traffic signals become inoperable omu result ofconstruction
25 operations,the Contractor shall provide portable stop signs with 2 orange flags, as
20 approved bvthe Engineer,tohe used for Traffic Control.
27 K. F|uggerx
28 l. Provide a Contractor representative who has been certified as a flagging instructor
29 through courses offered by the Texas Engineering Extension Service,the American
30 Traffic Safety Services Association. the National Safety Council, or other approved
31 organizations.
32 a. Provide the certificate indicating course completion when requested.
33 h. This representative is responsible for training and assuring that all flaggers are
34 qualified 10 perform flagging duties.
35 2. A qualified flagger must be independently certified by I of the organizations listed
30 above or trained hy the Contractor's certified flagging instructor.
37 3. Flaggers must be courteous and able to effectively communicate with the public.
38 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
39 and follow the flagging procedures met 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 um shown on the Drawings orum directed bvthe Engineer.
43 a. These DuAgerm shall hu located u1 each end of the lane closure.
CITY op FORT WORTH STREET REHABILITATION(nwAczn'5-*)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02551
Revised July 1,2011
X471 V3..S
TRAFFIC CONTROL
Page 5 of 5
I L. Removal
2 1. Upon comp.letion of Work,remove from the Site all barricades, signs,cones,lights
3 and other-rraffic Control Devices used for work-zone traffic hajidling in a finnely
4 mariner,unless otherwise shown on the Drawings.
5 3.4 REPAIR I RESTORATION [NOT USED]
6 3.5 RE-INSTALLATION [NOT USED]
7 3.6 FIELD [OR] SITE QUALITY CONTROL[NOT USED]
8 3.7 SYSTEM STARTUP[NOT USED]
9 3.8 ADJUSTING [NOT USED]
10 3.9 CLEANING [NOT USED]
11 3.10 CLOSEOUT ACTIVITIES [NOT USED]
12 3.11 PROTECTION [NOT USED]
13 3.12 MAINTENANCE [NOT USED]
14 3.13 ATTAcn.MENTS [Nar USED]
15 END OF SECTION
16
Revision Log
DATE NAME SIMMARY OF CRANGE
................
17
CITY OF FOWFWORTI I STREET REHABILITATION(H .AC 2015 4)
STAN'113ARD CONSTRUCTION SIII:Vff"ICATION DOCUMENTS 02551
Revised July 1,2011
Page o[2
SPECIAL PROVISIONS
32 13 2O — Concrete Driveways: Contractor mhu|| huckfi||~^ around the driveway within five (5)
working days from pouring the driveway; if the contractor fails to complete the huckfi)| within five
(5)working days, a$100 dollars liquidated damage will be assessed per block per day. l0uckfi|lingim
considered subsidiary 10 this bid list itom, umtuocscuvo1ingundprcpuring thcmuh{rudc.
32 13 2O— Sidewalks: Contractor yhoU hackfi>\ around the sidewalk within five (5) working days
from pouring the sidewalk; if the contractor fails to complete the huckfi|) within five (5) working
days, u$|0Odollars liquidated damage will be assessed per block per day. Buckfi||ingim considered
subsidiary to this bid list item,just as excavating and preparingthe subgrade.
32 13 2O — Ramps: Contractor mhu|| huckfi|| the wheelchair rump within five (5) working days
from pouring the ramp; if the contractor fails to complete the huckfi|| within five(5)working duym, u
$100 dollars liquidated damage will he umncmmcd per block per day. BuckfiUing is considered
subsidiary to this bid list item,per each ramp removed and/or installed.
32 16 |3 - 7" Concrete Curb and l8" Gutters, D534: Contractor shall hackfi\| behind the curb
within five (5) working days from the day of completing the curb and gutter, if the contractor fails
to complete the huckfi|| within five (5) working days, u $100 do||um liquidated damage will be
ummcmncd per block per day. Included and figured subsidiary to this bid list item will be the required
saw-cut excavation, into the street toaid in the construction ofthe curb and gutter, ofu limit ofnine
inches(V")out from the gutter lip and huckfi|| behind the curb. The contractor mhu|| saw-cut the curb
and gutter and/or pavement prior to removal; with mannc day haul off ofthe removed material.
32 16 13 - Concrete Valley Gutters: Work shall be completed on each half within five (5) working
days; if the contractor fails to complete the work on each half within five (5) working days, u $|OO
dollars liquidated damage will hc assessed per each half of the valley gutter per day. Saw cutting,
removal, hauling or disposal, tools, labor and incidentals necessary to execute the work are
subsidiary, since they are covered under Division 2, Section 02 41-15, Pmvcnocni Gcnoovu|. Also,
asphalt transition ia considered subsidiary io the concrete valley gutter.
32 17 23 — Pavement Markings: Pavement surface preparation for the pavement markings mbu|| be
considered subsidiary io the respective bid item; refer iosubsection /.2,/\|c.
O24| |5 -Pulverization: Please refer to page 5. subsection R, line 39 and Section 32 || 33, page 6,
for process description. This procedure mhu|| be completed within 10 working days from the day of
m/*c/p YEAR 2-cowruAcT/ UNIT
02369
Page 2 of 2
completing"flat-work" on any street; if the contractor fails to complete the pulveri2ation within the
10 days,a$100 dollars liquidated damage will be assessed per block per day.
02 41 15 - Wedge Milling J Surbice Milling: Shall be completed within 10 working days from the
day of completing"flat-work" on any street; if the contractor fails to complete the Wedge Milling/
Surface Milling within the 10 days, a$100 dollars liquidated darnage will be assessed per block per
&Y.
-On a*y_f4Feet�_
33 05 14 - , Adjwithrig Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall
complete the adjustments within five (5) working days from the day of conipleting the asphalt
overlay on any street and the street shall be open to traffic within 10 working days; if the contractor
fails to install the speed cushions within the 10 days, a $100 dollars liquidated. dan-iage will be
assessed per each appurtenance per day.
32 17 25.Painting Curb Addresses: : Painting shall be completed within 10 work ing days from the
day of completing the asphalt overlay on any street; if the contract-or fails to coinpl.ete the work
within the 10 days,a$100 dollars liquidated damage will be assessed per block per day.
3292 13 Block Sod: Contractor shall complete the replacement within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding
within the 10 days,a$100 dollars liquidated damage:will be&,ssessed per block per day.
32 12 16 -Asphalt Paving: Within five(5)working days from the day of completing the pavement
pulveri,?ation process, Portland Cement shall be applied to the pulvedzed material, The contractor
shall complete niicro�cmcking, i
. priming and overlayir g of the modified street within five(5)working
days from modification. Failure to cornplete this work within the specified time, $100 liquidated
darnage will be assesses per day per block.
** Native soil can be used if it will sustain vegetation growth; otherwise, top soil must be ttsed, if
needed, and shall be compacted and leveled to rade
p . Viso,1 I
g al removed flatwork items shall be
replaced a s s oon as possible. Under no circurn stars m, except. for situations and / or conditions
beyond your control,shall excavated areas remain open for more than three(3)working days.
20n 4 CIP' A R 2-CONTRACT 1,1.1NIT3
02369
Page 1 of 3
Item No. 14:
ROADBOND EN 1 SOIL STABILIZER
Description. Mix and compact Roadbond EN I add-mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway.
Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
strength and stiffness. When applied as an add-mixture with cement, it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
significantly reduce the amount of reflective and block cracking that is commonly associated with
cement treated material.
Hydraulic Cement. Type I, IP, or II cement that meets the requirements of DMS-4600,
"HydraulicCement,"at an application rate of 1.5%.
Water. Furnish water free of industrial waste and other objectionable material.
Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal)
content that will produce a stabilized mixture that meets the strength requirement shown on the plans.
The Engineer will determine the compressive strength of the proposed materials in accordance with
Tex-120-E, Part I. The mix will not include more than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
Info/i road`ondso}Isom.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of
concentrated product with the water truck. Apply Roadbond EN I/cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same working day. Do not
start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at
least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from
artificial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Dry Placing. Before applying cement, sprinkle the prepared roadway with diluted add-mixture
(Roadbond EN 1 or approved equal) until the desired quantity of diluted add-mixture (Roadbond EN
1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to
sprinkle the treated area with water until optimum moisture content is attained. Distribute the
3014 CIP YEAR 2-CONTRACT 1,UNIT 3
02369
Page 2 of 3
required quantity ofd cement with approved equipment, at a uniform rate. Minimize scattering of
cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause
blowing cement to become dangerous to traffic or objectionable to adjacent property owners.
Slurry Placing. Sprinkle the prepared roadway with diluted add-mixture (Roadbond EN I or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add-mixture (Roadbond EN I or approved equal) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account forte moisture placed on the roadway with the add-mixture
Roadbond EN I or approved equal) as it relates to optitrium, moisture, as approved. Produce slurry
free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add-mixture (Roadbond EN I or approved equal), and when the roadway is at a
moisture content drier than optimurn. Dispense and spread stuffy uniformly by making successive
passes over a measured section of the roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the material, add-mixture (R.oadbond EN I or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
materials during the mixing operation, as directed, to inaintain OptinlUn't mixing moisture. Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table I when tested in accordance with Tex-101-E, Part 111. When shown on the
plans or approved by the engineer, the pulveri7ation requirement may be waived when the material
contains a substantial amount of aggregate,
Compaction. Compact the mixture in one lift using ordinary compaction or density control,, as
shown on the plat-is. Complete compaction within 2 hours after the application of the add-mixture
Roadbond EN I or approved equal/cement.
Sprinkle the treated material in accordance with Item 204, "Sprinkling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-]20-E, Part 11. Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex-103-E.Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit. On super-elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller, Operate rollers at a
speed between 2 and 6 miles per hour,as directed.
Ordinary Compaction, Roll with approved compaction equipment, as directed.. (,orrect
irregularities, depressions, and weak spots irriniediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and re-com pact ing.
2014 CIP YEAR 2-CON FRACT 1,UNIT 3
02369
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods.
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specified density and the failing test is no more than 3 lb. per cubic foot below the specified density.
Finishing. Immediately after completing compaction, clip, skin, or tight-blade the surface of the add-
mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved
location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is
attained. Add small increments of water as needed during rolling. Shape and maintain the course and
surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In
areas where surfacing is to be placed, trim grade deviations greater than I/4 in. in cross section and
1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section, Remove excess
material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as
directed. Do not surface patch.
Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points
below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons
per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed.
Do not allow equipment on the finished course except as required to complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section to
traffic, unless otherwise shown on the plans or directed
Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price
bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer
products, finishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item.
2014 CIP YEAR 2-CONTRACT 1,UNIT 3
02369
C]
�M r„ r, lob
YN
HN
LU
g
q�" w
a,
A.,_
VIM
C) �r
Jillu LL
q'rdW.97 R a� V
own
ad+w
piµ � dp � M�� �
all
` ..
fl9y _
4
a„
°yon^ '..r..w ._..
Sol;too!
IT Of
SIRa� S
ce) 00
0
CI p
l",� 6!1„n W.
4•) wg b-ff1 LaA ,7,.• 6 li 6iA 6a.d^" Y.'C SA'W�,U ;'" W r/
' ._ � +
LK"rg � hn,V it WU
Lnl ad;`pC O C.,t C� 05 0• W •/
w a �'an mss: 0 Ltll r. w; `.._.. „,�..,.-•"a
m a s ° a✓
W a Z ,�I s G
!
h R
s� t esY°q d tea@ 0rr.� �@r. � � c �Ha�,j ig
I Li>w hard x LJ V)Z� a_n n � cd
r3 4:b 0 Ltd 0 1 w o 0 O ouj
t79 CPD a.7.d<q:¢!d�'"... '"" ,....+. .....:...... .... ,,,,,. : „ 74 F.>C C Y wx
d�tA 91 �m.1�P!1 C1_..d°'$(n o ta.�G;.'�. ,.ICI... wa'^N �"� Cl)
h,r lg C? La.A ttBT IW�1'P9U
_ e� G.. _& a _m..�as ma rr W FL rn
d sa 0 n x
�• (4 via �� ca a x W
0 � �
„
Ma as a \ s e
Zr�W A2
Q�JI _.0
..
Of
LD ' W �
Z
LL
r LL 2
:z c
aoD A U.0 �
Cc) 0
@..s Ld m
B
D L d ii
......�. r• y®
�...L.. 2 ... W
uj uj 2 a < z) rL
F-
OL a and L,0� �
3:: W
ua x w<L.a� axr W
IiFM A4a.A Li mk Ltd Oak Px w�d La .d Gd�"p
LU
a.d M Z.7 K Ltd
ex Ia
l
,gym „„ �„ww ,,�m`w °"w,ra "•� mw m , *” ww � , o q v �
DuD
r
U...0
a N �,f .fl
CLI
m
z
6”
Ri RTARTS
, "w,' w J MIY SRTAAT
6
NCSTANa"R �ab6') 4„
� ? *mm m ww
, �" w,° �" '" � w *, mrr �� r"^m Na `mN~�rc Rr 'u �' ", ✓ � ,
�
" r 4 eras ,D kl{I� w,',"..., .' " * "`*'" has"' o,x
J
r rf w,
/„✓'/ �^ rte--�-�"'"*"'""'—r v . w. a^, 'a"' q„"" ",�`•5`"'�� ,
L.:. . ._.III..::::........._. PROPOSED PAVR:9,AR'NT REI::'AIR PAW-DAEINT
P AVtl:::M N➢T' REPAIR PER
EXISTING N°RMAC A?::slb'�RdAL.T' PAVEMENT
PA vIEINT CONCRETE
R R�AUAR AND �GDVR AS TRZ¢„a�aAo a R~eIEIFTABRT RDICTANR s
�' MNN'�
¢CDO o ARl B� �DAR�CI A k RO��aC ATR NU IRSRa u�
(°aT.'p .
aD�RTOIsAaIN�a� a� TII
o�RtAD�ia�r°«�
GROUT RACE
in I �A SIA 0II 6 �TN T.
....� % .... .._ ..."... ' "" " a k ":'N.: a % �"x':"' a' t: "."",^�r✓'"
r^`fy'',+, ✓
3' MINI. �� r� / ✓' � ",
Ile
RT
V O AI L MANI-IOLE VAULT EXST St 2 ROWS R M I OR PER DRADMNG CO I E"
SaURBGRARDR
ACCEPTABLE RAKIK NNM .•.,, '
OR BY
DRAWINGS PER SECTION ' N OTN" '
3 OS tiO } I„ FHIS L'DR'°a`AllL TO BE USED OIIRR...Y IMPiER
_. SPECIFIED ONE THE ORAVMGNGS IN
CPORugRi'INA"IFIONU VA III°6 PROPOSED MANII40LE
[.Q,110N MEW OR VAULT IN TR°IIE SAME R...00;A"U0114°
.... _.........._ 2. IF GRADE E"OaCOS ARE USED, °N'NIEY SHALII...
BE NO R.Un:ss "CHAN l" "I5°1IIC:1K„ AND SHALL
NOT EXCEED fit IM TOTAL HEIGHT, NO
MORE THAN 3 TOTAL GRADE RINGS,
1ALL.. BE AD_B.OWIE D°
3, MEASURaE�r�.ME:NlT'S ARE TYPICAL FOR ALN....
SIR)E`S O MAN IHOEE,NAUL_T LID
ASSEMBLY,
REVISED: 08-31N201
MANHOLE LID ASSEMBLY - EXISTING
MMAC PAVEMENT" (CONE) 33 05 13-D010
/ �✓
",� , `w 't� A M . M M a ,.,. ", M M" ?,, " `',,,'\
„✓�f,r'" �s "^ ", ,, ^, ,,� ,. ,�
IN
,'
IN
IN
0 M•
MIN SEPARAT@aN '
ti`M IN \ DISTANCE (T(P /
IN
w,
IN,N'� �' M m� `� �„ �� � ,•,: ,�l ,M Mw. M „., M 4 "M � �#/,,.
J 0 ""'N" \ �. N, M M'a 'M w u'r y \M''ri7?
MM"
awn "".M ^.,, I M MM Mh / oo"� ✓F ,d'
IN
nM 'M Y M w h 4 ,M y'h
/✓ "", �� �"^ w' � -<-,�-~M-M-,° '^„�u�� �-�11 MIN -�-�-�-��- -� �” , „
NNI\ m M ✓
k "M
NN M "' "'.„M M Mm ,M '"n M „
�",,
�.... '1�� PROPOSED HMAC EXISTING HMAC
_....�_ ... P AVEMEN REPAIR
G�vEINEIVr
PAVEMENT REPAIR PER
ASPIiALT PAVEMENT
EXISTING HMAC FRAME AND COWER AS TRENCH REPAIR DETAILS
PAVEMENT 2' MIN. p INDICATED IN TIlE DRAWINGS AS INDICATED IN "1'1IE
CaP�l,l�G"1E,
QTtiL�.� DRAWINGS
Call R AR
f o '� xt ', >r 1 11 MAX. SMOKY� --.,a It
po,i M " nM",
/l r .� CAQL S /ff M
a r r
2 ROWS RAM-NEK
„ ✓ r a 111 p OR EQUIVALENT / M
VARIES
a.",td_.. _..._......_�_......
UNDISTURBED
SUBGRADE PER DRA4NlNGS
EXISTING 'TREATED
SUBGRADE:.
ACCEP'T'ABLE BAC64FOLL_ I, IVS DETAIL. rO BE USES) ONLY WHERE
OR AS REQUIRED BY
DRAWINGS PER SECTION ��., COMBINA7 ON THE PROPOSE @N
33 05 10 CaMBINA'YIaN VoNThE PRad':rCkSED MANHOLE
OR VAULT IN THE SAME LOCATION,
UION,MEW SECTION. u. 2,. IF GRADE RINGS ARE USED, THEY SHALL
BE Na LESS THAN 'J" 'THICK, AND SHALL
NOT EXCEED 12 IN TOTAL HEIGHT, NO
MORE THAN 3 TOTAL GRADE RINGS,
SHALL.. BE ALLOWED,
3. MEASUREMENTS ARE 'T'YPICAL FOR ALL
SIDES OF MANHOLE/VAULT LID
ASSEMBLY.
CITY OF FORT��RTWO'RT . MANHOLE LID ASSEMBLY � TEXAS E �������: ��M �-����
EXISTING HMAC
PAVEMENT (FLAT TOP) 33 05 13-D011
N_
O Lf)
N
I
M
W
so� > M
iz W M
z.z' wo a
o8 uw� v° Nom
ow
aow
z ° m am
<« 30 q
zeq 0-
Oa= In OVA w°Iw�«orj 2
33 'z
II I °N�
a www�o�m�aaFa< ® r
«<o<soc < — f"
_ n. m a _
� I--
O CO W
LL Ir
LL
O
I`-
v
o�
U= ° ®N a
9 X,
0
$ —— ►x-111 1 I F
U
m I I I
Z
�a as
F V
ZZ 3 II o
J z I II 3
i
I >
g ' °m
I I
- 1
o / .o-.Z
n� I ao$
� O
r�
a220w m <
l
✓I
�Ozo. as~5a
2' K X'w'i3
OM I
aFZ °wO JZ
tt0 °�aln�i UO
r w4 v1 F°mw Yw 2
° Z O<?°mm 'y
_N
O
N 0
•— Q
Cl)
00 �
O 0
N
0
U �
O
> M
— LU CO)
®U
m
�o �
® m^
m L
U)
M z Q Z
X
Ckf
C ¢ w Q
m m m ~ ev N
F -� O
o
J�
N
Fa f O
j N p 9 - W
m
Z ='- - O (n W
LL
o
00 a3 ~ O
CO
Lm I a Q
< m tsd.0, ¢
n
�3/a •: O m m U Z
QHid301� U
m m HV38
3 V0
'//.,/�n�.
z
xvh,Of
Z-wZ <
m � O
r� m
ry
m m J
O m m U
d
m � 11.1
J U !n
V) Q
co
m
m
31ON 33S
Q
.0.,HLd30 133NI wry`
n
p�0
wozg
Z ;maw
O -
HUd30 p o
Ta � Y1V38 � U om�o
Vim.
IS
cv r.
o
mL Q
u coCo
LU
N
U) VII
9
uj cm
.b�
ry co
,err ;• a>t S�i
;59
W Q ."..
i �.. = Z
= CL
.. .� co
Q W
p ~ H
Im LL Z W
r
® RW'
N F-
AR W N
lot
........ate-�• .....
&a Ea; ,
M,
�a
z ;
9
D
rc A
r
m
a
11'40"S 9O ILUESK'NERu
FILL. IN DLAI^4V(F AND/ OR VrRF F'U' ALL "rF A N II;;Td,jjE:;.
2, U°~CLIMSE DII:;T+Atill AS NECESSARY YO MA'RII A r U,A,° dwOAI;uNrSA, IMF VU:JIN
_........y, . . ,.._.,,_ 4'11PH M r PAVEMENT
Ml',NT
I:aS'ES AVIES ' E`'tl"'F C A,L
BA1117,5' SE C 110114
.r
(^Uld Ur L1lII5.
9
k j
Y N
— FTAW�2ED S;I.UII!EIGRA EL
2" PER PAV11114G IIYP�CA�
.MP 6.7E rI SG11EADI:�yy llI,.,'ESILSII"JI
I:'I: YE'C;I011'JI FY E3 J20
NOES
1„ PLACE CONCRETE TYPE H PER SECTION 32 13 11
2. PLACE EXPANSION JOINTS AT 200—FOOT INTERVALS AND AT INTERSECTION RETURNS AND OTHER RIGID STRUCTURES.
3. PLACE TOOLED JOINTS AT 15—FOOT INTERVALS TO A DEPTH OF 1 X INCHES.
4. PLACE EXPANSION JOINTS AT ALL INTERSECTIONS WITH CONCRETE DRIVEWAYS.
5. MAKE EXPANSION JOINTS NO LESS THAN Na INCH IN THICKNESS, EXTENDING THE FULL DEPTH OF THE CONCRETE.
S. NEATLY TRIM ANY EXPANSION MATERIAL EXTENDING ABOVE THE FINISHED TO THE SURFACE OF THE FINISHED WORK.
7. PLACE LONGITUDINAL DOWELS ACROSS THE EXPANSION JOINTS.
S. INSTALL 3 NO. 4 ROUND, SMOOTH BARS, 24 INCHES IN LENGTH, FOR DOWELS AT EACH EXPANSION JOINT.
9. COAT )� OF THE DOWEL WITH A BOND BREAKER AND TERMINATE WITH A DOWEL CAP THAT PROVIDES A MINIMUM OF
1 INCH FREE EXPANSION.
10. SUPPORT DOWELS BY AN APPROVED METHOD.
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
CONCRETE EDGE/RETAINER
FOR ASPHALT PAVING 32 13 13-D510
04
N
LO
s
M
Cl)
uj N
M
k v. a. 0
1Y4
b
,...0
Py
pig
Alm
P4
� r i
`^M
t
V
M
" - .
LL
a
b
IJ i
+wu�1
Iwi I ✓,�IPA'
a,
i
2.51 GfW
LJ
" � �UbW: Ivlo IY
,
YI:I.�M n ll"r
I,"➢ I.
"m Ipol v1::
aImmY
N
TM
IIW,m�P
Iii �e
88� ai 41
tl rI
rtF�At�tb-GY� C.i �
u
M
aw. a P_..... 1 0 }
Ho
_k.. "n"„ cap .�.,�. a"a. w da
= Q
s £ LU H
my�
g
®UU al
f° a
LU CL
ca
Is its 14-151
r
s �
u .....,..a,.- F �` .�fw sN kv➢�P y kµ �-0CA�m.PW&S /�1
w
h
4
N�
ly
A 1 mmmm
LET
n
11 w-
� r a
I
ff1 {
^� «............. .,......�....���_ Y' � .tom. �q. ....,�aµ;� .... .,...,......�_,...., r a
h
rr �
l
X %
f H"
ski ITS to f
aM
A,
1 3
C V M
� I r
w
r
WA Ir:.
it 2,l '
TO-�� Pffilft
11171"i7777 TO DESIGNEIR� I"Nomm-
DETAIL DEF0,11ES FAY ➢MP S OF 1111MAC _nR4111116tPOI,11 Sd11j:3Sfl[XAR 10 I!HE (�ONCRETI VAUEY G QTII"R Cl'INSIRLC 100
dD�
/24' HMAC, N,
TRANSITION
7
PER �Iq
EXPANSION---- EXPANSION
JOIN TS A 32 JOINTS
PER I PER
... .......
32 13 13—D513 32 13 13-1)5T3
-x
N-
�IN
PER
"�j 3
32 13 3 D
......... .... ....
. ............................
/..... ...........
9" FIMAC SEE NOTE 4
TRANSITION
PER SECTION
32 12 16 —INTERSEC'TING VAI LEY
............---.............. .. ..... ........... .... .... ..... .. ....... ... .... ............ ............. ... .......
PLAN VIEW
SEE
E 4 [No Ir A.
SEE #4 BARS 0
NOT 1" MAX OR AS DIRECTED BY
is O.C.B'w' T H E ENGINEER
-7-7
7-7
-7
COMPACTED F3'--O" AN _ ........ ..........
SUBGRADE (RESIDENTIAL STREETS)
(SEE NOTE 2)
SECTION A-A
N.O.ML-1
1, PIE 7' REINFORCED CONCRETE VA111EY SHALL RIEPLACIT: 1I14E TOP 7" OF THE FlAW..-..MENT "Ti-9 THE REMAINING
PORTION OF PAVEMENT 1O BE CONSTRUCTED INCLUDING SUBGRADE TREA'T'MENT„ IN ACCORDANCE WITH 114E VYPICAL
PAVING SECnON,
2, 6"' FLEX BASE, TYPE A, GR--•.l OR MArCH NIIE PREPARED SUBGRADE RI-QtAREMENIS FOR TI--ITE PAVEMENT SECTION.
TYPE 0 OR FYPE 8 ASPHALr OR PREPARED SiAIGRADE MAY BE USED.
3, PAY LIMITS FROM EXPANSION JOINT 10 EXPANSON JOINT.
4. 9" AND 24' HMAC TRANSITION SUBSIDIARY TO CONCREIE VALLEY GUTTER, COTY MAY APPROVE ADDITIONAL HMAC
TRANSITION BEYOND THESE LIMTS UNDER SEPARAIE PAY I'TE'M FOR IfMAC TRANSITION PER SECTION 32 12 1&
S. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT').
FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
CONCRETE VALLEY GUTTER 32 16 13-D530
I
LO
c6
C4
w cl
LUI
C-1)
uj
as
UJ
z
a U-
0 — W
L'I U)
z
of
z
CJ
R
0
Ly
z CL "10 CJ
2 L'i . ........
W 0 Z:
Z— 0
'IE U- 0
z
gn
Z3 LL,
II ............ .. .................... ......................�-
FXI ui
z
3:: 'NIIIIN [:OZ
II
z xv
............. ...............................
I bra-D Z
<
zz
LAJ
IIJ
Gb
LO
cV
ui CII)
D
LLJ CM
m
z
w
W
z
U.
Y 0',
-1 I"M
Z W< %
Jj Q.. X
a?- W CO
LU CL z
z
V _ mad
W LU
u V)
CL
II I
LL CL F- W 0 46 1
om ,
< w 0 pp
cn C'4
o 0
�c
Li
llr> z
U- Im
. ....... .............
CM
z
z ui
�z
< LU
CL
-. -----------
.........
Ld
w ui
0
W gw z KID
m
,
N
m
Pw
VI)
<vl1
C)V)a..
'XVN
z ii
z
FA
Z <
< -39:
rL L"i
X,a 9
W— Lo ZZ
(3
L,
Ly-
0--)
z V)
N Q�
o M
N
M D
00
CD N
w M
w N
� M
m
Z J
O U
F= t— 3 w Z
in z W O w
z O o w M^M
q U } W
z < a
C) a
N XV"
oWa x� ~m fn aQ
n� w" pw li o
w Y F-
F-
I = V Z
J
I c W
I I �+, V
a I ��z '
I o
w o
N I D
LL Q
U < LL m oQ NIN S w Q o?a ,
I I Z N
xvw L
_ I •.•
I I
I I
I I
I I z
1 X I o
zI aq� I m r
ox I I � Z
Z I U O
q v N O Ln
H
I
W
m p
uj
( _
U
to
c q
Z XdW _
O GZ
z
O Y
U J
Z <
x a O
W fn
CV)
L ul N
w CV)
z
z
L'i
Lit
Z w
W M L�0- Z
z U)
af
..........NN a, LO
-h 0
0 0 m uj H. w
0
< Z
u
on
L n 0
cr z
0
U- UJ
7>
——————————
,r -
-T—,7 7 uj
�41VMMIS
MIN I�OZ m
Aar 'XVIN �7L
dNvd em oaa
LU
..........
--- — - - ----------
U.,gr m cly D
r au
z
:z C)W z If W 0 Ld 5
< Z Rn
0- rx e,.')
�
r 0
Z GI
L'i In
m
< :—
cr.z C,
S
u RI) Lu 0 LE
Ca
M LAJ
Z rL
C-1 x
L D LAW"T.: zm:,�
o, u 0 0
z
Wo
LO
o
co
C4
CV)
U) T-
uj cm
z
z
b7l n.
L)
La M CO
M
L.0 M. m, M 0
< 11—(J
CE
0 C.)V-1 L.J U F— M
ui
Z
< 'NIN
---NOUASNVH.L UJ
o UJ
............... 0
LL
u
(.D
o 0.
MIN d Dz
<
NIVM301S zx VV4 LZi M �: C�
In < ...................
dV4VH
UJ LLI
............. CL
——————— ——— — —— ——---——————————————
L ROIN 33S
w <
R."..
.01 cr.
z rn cl
cr Li
2 D 0 aa 8
Z EE g
Ll 0 LJ L)0' .7.)T
Z z 0 y LL< 0
1 Lj
< W Cl w L-
W LL
X F-0 0
Lid o 2 m
C14 mz(n
1 -Z
2,5"J., U Z
ajb 1:2 Cr. z 0
< —
W1 z
< Lj
UJ Li
Z
w
LU
z rx
Es 0
<z 0 ui�x
I <z
(D
z
N N
CD
N
M O
00
o `O
w M
w N
Q� M
a
co
Z
U ° Q
W W Z
U U w a
W
r H Cl)
ui
0
a O
z W a F-
z Z
Sao
L
LJ `\ �Q // I U O W
van F-
�I� \ ,
I I W
NIW [:OZ NIW l:OZ
XbW lZl z XbW t:n
NIbMSS0a0 I dVgV6 o dWbN I n
I J"
I
NIW \ ( z
0 0
I 0
w
.......................... —
CN
W)
M W z F-
F L!,
x 0 -:i W< Cn Or 0
-.c Ld
u N
r� gm b
W N C, .) �v .
fir. a
0 V) 0 V) uj
.K.LJ
La 0 C)=11 Z Cn, w p:IM. Lu u
j I
Z' U)
0 m
D C ul <
i5 5.'. w LJ 0 o 0- z >
rD W Z. Z.
2�jp.�:17; j L EL (n Ll 3� w uj
z .(n CL
Z. 1� z W. w 07
X ua c, = Ln cl.. p-
j C)(A r.�) ELI L. HYa Z CY r.:. Z Z L..�W- L, V,
'0§:G�< W - Y
W , as'.z i X -.) ,
25 vq a,cl < 0 w Lr
D r.L C.)x
Li OD -Z
Z Z 0 < UJ z
5 (5 R U.0 Z, w uj
cr VC Z U <W.< 0 X95 3
0 V); L z -�R 0()
LJ D Vim- j:LO Lt 0 C5 4� 2 uj
-j Li 0 rz 0 V, nj Vd
��_u Z an
P. Z.. (..� �bu Z..
0 LO �tt 1�j V) "J v) z cr
W II J.ir V, PS <w W ll,� <Cr.,
"T U) uj
ii,z 0 M Lj LJ r.j.,
. 0 X rL W (3 Lj
Q—Z cr. < J1 " 0-
W <M Lij Lj Ld f.L W M M U(3�CC.� W 3
F w 1 UJ
w If F- Z 0 <M. 'S» 1� >
C6 0 Li c
0 c)
z L 1 05 ILI I V) V) M :m
0 -.j z
W X Z W
C=,r W F C, LL
t7- C a M U.3 Z M
ict0000 V�Z o z
z . L =
ca UJ z
LU
00000 Z Z. ..... j 0 0 Y L-
UJI-5 LIJ V) 0 'Z a UJ Ln LO
_5 CC ::) �D L"'O jj� W Z.:1 Vi
L cc
w CA"M. C-D<0 V) < W 1�m
00000 LU 0
.7 z
DAVal 00000 ui
..:cr," z 0'.. Z, a 0
NVIWS3(]3d *0000 L, En ID > <
rc < W -j L)
00000 < uj Z W Ul W 1 0-...
JO NOL1.0381C o—oo ..., : Z L LO
U '. Lj C.) )=�y < en
�,O0000
CL Z 0
it r> or. U)<Li<CA
< <
z
Z UJ V)�C P�&�Ln < 1.7.
�;; <
ro M T. Z M
CA 0 U I.,< Z. o 1� M.uj Z..,LJ 0
wZZ-iL z
rx US CA 4'
��,( A :LJ 1r z
UJ VI Z. 1� CE
sYl Li W <
Z V) Lj
Z' Z— z 2)0 Z o U.J
fx-2 O 7'W. LO X, (A
fy V�C,
LZ < U.5��
:5 (.)cr 0 �)o Li LIJ 1�
< 2 LJ z-X W W
z "Z �"4,cy- p 0�.-.. 0
X. n 1� �C;> ILD X C.)w m-
�5 j< V)L'L 0 E(- -Y z D dl In
:1 W ad (M CA 0 Cn cy- 5 l�-
w wn m U- UJ
p- D a., La L m z Mi M lit) -..9-.J 0 ui Z=
4,Li M w 0 < < .7 �L Ln 0 LL HOb, (�)W
cr�2 C5 M _�(3
(n U 0 Z Q, w < <'..j
m ry,UJ<w D uj Z' ..z z < 1� z rl�r:
w r.!.::W> zw Il'o
W :r, Uj Fr
(Ij M V. U 0 0. L, ..]i cy Li L.r<w 1 0 4'<7.<
(..)C) <�z 6' S 3: M) P m 0(n
�J 'Ic co 5 W-C3 P:� <0 5
0 M) co CO
z CN ri 'i as q; as 6
3 ul
LO
G. ui
0
SM
UA
d ffil
Su:Z
0
<
X UJ
< LJ CQ
LF.C-5
fk.',0 uil
m <
axa(r. 0
a.
Li m
J c a =
VwA < d
M� L, If,CD a,
16"
7 Ll Ld
ts
<0 <
z z Z LJ rn CL
V,
6 �Lo=-
I Z X
zzz:,—"-- , z
< 0
E, 0 '-' ZO
C,x z IF"'
0
z <p D
C-)
arm
z
< al Z
cl << z
Ma
L�CL 0 0
Lo
00000l 1. 0
ao0oo
c0000 ................. . ..... z
1-W48A. -W�48— OoDoO z Z
NVIl8J..S3G3d 00000 0
000E�
L.� U
-40 NOIll'33810 000oo U
oo
o coo <
I 000
V)
W
MIN >ad
< <
".1rz a a..
z
z A Q
< z
<'u
LO z
W.
< -)
F
Cn of. V� M'.
< L�) Ld
W m cc X
0 ly.
re
Q
r
I,IN,y N
L R -L W co
_..T...
w M
..
m
T_o.. C
u .. [
`l,
are W
LL
Ap
Ll
nP
, 0
r � O
W
N
M
Sad
a H
u ,
II )
0
a,
al I� ygd
w
tr"W S
t , "
w
w:I
I •,
.q
•��..,� C. p aluv.c,�.�..N
4:
APPENDIX
GC-4.01 Availability of Lands: TROE's
GC-4.02 Subsurface and Physical Conditions:
Pavement Bore Report
GC-4.04 Underground Facilities; none
GC-4.06 Hazardous Environmental Condition at Site: none
GC-6.06.D Minority and Women Owned Business Enterprise Compliance :
MBE Good Faith Effort Form
MBE Joint Venture Form
MBE Prime Contractor Waiver Form
MBE Special Instructions Form
MBE Subcontractor-Supplier Utilization Form
GC-6.07 Wage Rates:
Vertical Wage Rate Table
GC-6.09 Permits and Utilities: none
GC-6.24 Nondiscrimination: none
GR-01 60 00 Product Requirements:
Standard Products Table
Other-Existing Paving Profile Sheets
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
GC-4.01 Availability of Lands
TROE's 1-4
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
Water and Sanitary Sewer Replacement
2014 CIP Year 2—Contract 1
Parcel#04/ROE 4
Doe#7454/P-253-60217236988
Lot C,Block 117,North Fort Worth (SUB 12 & 13)
907 Park Street
Naomi Guerrero
1039 Lott Ave
Austin, TX 78721
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 117, Lot C (SUB 12 & 13),
North Fort Worth as shown on the deed recorded in Volume 16722, Page 94 Tarrant
County Deed Records and plat recorded in Volume 309, Page 40, Tarrant County Plat
Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for
the purpose of disconnecting home/business from old water/sewer line, and
reconnecting to new water/sewer line. Upon execution of this agreement, Grantor will
grant Grantee and its contractor's access to the Property for the purpose stated herein,
until such time as the project is completed and approved by the Grantee, at which time
the above described temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of 200_.
GRANTOR:
(Please Print) (Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
Water and Sanitary Sewer Replacement
2014 CIP Year 2—Contract 1
Parcel#031 ROE 3
Doe# 7454/P-253-60217236988
Lot B, Block 117,North Fort Worth
909 Park Street
Linda M Salinas
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 1 17, Lot B, North Fort Worth
as shown on the deed recorded in Volume 11352, Page 747 Tarrant County Deed
Records and plat recorded in Volume 309, Page 40, Tarrant County Plat Records, Fort
Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose
of disconnecting home/business from old water/sewer line, and reconnecting to new
water/sewer line. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of . 200_
GRANTOR:
(Please Print) (Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 60007
Water and Sanitary Sewer Replacement
2014 CIP Year 2—Contract 1
Parcel#02/ROE 2
Doe#7454/P-253-60217236988
Lot C,Block 122,North Fort Worth
906 Park Street
Alfonso Garcia
1951 Francis Street
Fort Worth, TX 76164
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 122, Lot C, North Fort Worth
as shown on the deed recorded in Volume 9977, Page 1508 Tarrant County Deed
Records and plat recorded in Volume 309, Page 401 Tarrant County Plat Records, Fort
Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose
of disconnecting home/business from old water/sewer line, and reconnecting to new
water/sewer line. Upon execution of this agreement, Grantor will grant Grantee and its
contractor's access to the Property for the purpose stated herein, until such time as the
project is completed and approved by the Grantee, at which time the above described
temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of , 200_.
GRANTOR:
(Please Print) (Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
Water and Sanitary Sewer Replacement
2014 CIP Year 2—Contract 1
Parcel#01/ROE 1
Doe#7454/P-253-60217236988
Lot B, Block 122,North Fort Worth
908 Park Street
Vela Baudelio
P.O. Box 757
Bovina, TX 79009
CITY OF FORT WORTH
TEMPORARY RIGHT OF ENTRY
STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS
COUNTY OF TARRANT §
That the undersigned, hereinafter referred to as "Grantor", does by these presents grant
and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a
temporary right of entry onto property described as Block 122, Lot B, Riverside High
School Addition as shown on the deed recorded in Volume 14234, Page 422 Tarrant
County Deed Records and plat recorded in Volume 309, Page 401 Tarrant County Plat
Records, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for
the purpose of disconnecting home/business from old water/sewer line, and
reconnecting to new water/sewer line. Upon execution of this agreement, Grantor will
grant Grantee and its contractor's access to the Property for the purpose stated herein,
until such time as the project is completed and approved by the Grantee, at which time
the above described temporary right of entry becomes void.
This Right of Entry shall include the right of Grantee and its employees, agents,
representatives, or contractors to access the aforementioned property.
TO HAVE AND TO HOLD the above described right of entry, together with all and
singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee,
is successors and assigns, for the purposes set forth above.
Grantee shall restore the Property to the condition it was in immediately prior to
accessing the Property under this Right of Entry.
EXECUTED this the day of 1200.
GRANTOR:
(Please Print) (Signature)
(Authorized Title)
TEMPORARY RIGHT OF ENTRY
Rev. 6/2007
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
CITY 0F FORT WORTI-i
'T/PW
...................
SOIL LAB SERVICES
J..,A BORA TORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project WATER&SEWER REPLACE CONT 2014 WSM-E
Project#02386
DOE No: 7312
Fund Code: 03
("mitractor:
HOLE ➢ Brown Ave
0 n
TIOX row
FIOCATION.:3400 BrownwAve S/4
.50"HMAC
7.00"Brown Sandy Clay W/gravel
8.50"Reddish Brown Sandy Clay W/gravell
ArrERBURG LIMITS: 1 :28,7 PL:16A PI:12.3 SHRKG:&0
MUNSELL COLOR CHART: 7.5 yr,5/8 Strong Brown Sandy Clay
HOLE 2
LOCATION:3420 Brown Ave N/4
135""RMAC
8.00"Brown Sandy Clay W/gpvel,
6.25"Reddish Brown Sandy Clay
ATTERBURG LIMITS', LL:PL:Pl. SHRKG.
MUNSELL COLOR CHART:
HOLE 3
LOCATION:3445 Brown Ave S/4
1.00"HMAC
15000"Brown Sandy Clay
ATrER.8URG LIMITS: U.,PL:Pl- SHRKQ
MUNSELL COLOR CHART�
HOLE I Embrey Place
LOCATION:2521 Embrey PI S/4
4.00"HMAC
12.00"Orange Brown Sandy Clay
A"r'rERBURG LIMUITS: U...,:23.1 PL:15.8 PET3 StIRKG:2.0
Mt. NSELL COLOR MAKI': 10yr 6/6 Brownish Yellow Sand
HOLE 2
LOCATION:2420 Embry PI SA
1.75"HMAC
1425"Lt Brown Sandy Clay w/gravel
Al-l"ERBURGLIMITS: 1.sL:15.8PL:11.9PI:3.9OStiRKG':2.0
MUNSELI..,COLOR CHART. 10yr 7/4 Very Pale Brown Sand
HOLE 3
LOCATION:2321 Embrey PI N/4
3.00"HMAC
13.00"Lt Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
MUNSELL COLOR CHART:
HOLE 4
LOCATION: 30'E of Scenic Hill Dr S/4
1.00"HMAC
7.00"Lt Brown Sandy Clay W/gravel
8.00"Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
MUNSELL COLOR CHART:
CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
............--
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project: WATER&SEWER REPLACE CONT 2014 WSM-A
Project# 02369
DOE No: 7304
Fund Code: 03
Contractor:
HOLE 1 Grover Ave
LOCATION: 2804 Grover Ave E/4
4 . 00" HMAC
12. 00" Lt Brown Sandy Clay /gravel
ATTERBURG LIMITS: LL: 29 . 8 PL: 17 .2 PI : 12 . 6 SHRKG: 6. 0
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay
HOLE # 2
LOCATION: 2814 Grover Ave W/4
2 .25" HMAC
13. 75®® Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI : SHRKG,.
MUNSELL COLOR CHART:
HOLE #3
WCATION: 2903 Grover Ave W/4
3. 00" HMAC
13. 00" Brow
ATTERBURG LIMITS: LL: PL: PI : SHRKG:
MUNSELL COLOR CHART: 10 Yr.
HOLE #4
LOCATION: 2911 Grover Ave E/4
3.50" HMAC
9 .50" Brown Sandy Clay W/grave.1
3. 00'' Lt Brown stone
ATTERBURG LIMITS: LL: 39. 0 PL: 21 . 7 PI : 17 . 3 SHRKG: 11 . 0
MUNSELL COLOR CHART: 7 . 5 Yr. 6/4 Lt B
HOLE #5
LOCATION: 3005 Grover Ave W/4
1 . 75" HMAC
905" Dafk Brown Clay
5 . 00" Lt Brown Stone
PaIERBURG LIMITS: LL: 42 . 4 PL721 . 3 P021 . 1 SHRKG: 12 . 0
MUNSELL COLOR CHART: 10 Yr. 5/3 Brown C
12Y
2
HOLE # 1. N Hampton St
LOCATION: 401N of E Long Ave E/4
3 . 50" HMAC
8 . 00" Dark Brown Sandy Clay w/grave.1
4 . 50" Dark Brown Cl
ATTERBURG LIMITS: LL: 42 . 4 4: : 5. : PI : 17 . 1 SHRKG: 10. 0
MUNSELL COLOR CHART: 7 . 5Yr
HOLE # 2
LOCATION: 3411 N Ham )ton W/4
1.25" HMAC
8 .75" Lt Brown Sandy Clay W/grave],
6. 00" Brown Sandy Clay W/gravel
ATTERBURG LIMITS: L: X40 . L: :4..5 . PI : 14 . 4 SHRKG: 8 . 0
MUNSELL COLOR CHART: 10 Yr. 7/3 Ve
HOLE # 3
LOCATION: 3G' S of NE 34" St E/4
2 . 00" HMAC
8 . 00" Lt Brown Sandy Clay /gravel
6. 00" Brown Sandy Clay W/grave-1
ATTERBURG—LIMITS: LL: PL: PI : SHRKG:
MUNSELL COLOR CHART: 10 Yr.
Apf,)roval:
Ryan Jeri
Routing:
Date Tested: 10/9/14-10/10/14 SupexintendeW,
Requested by: Robert Sauceda
Tested by: Soil Lab File
CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
LABORATORY RESULTS FOR,
TEST HOLE AND PLASTICITY INDEX
Project: WATER&SEWER REPLACE CONT 2014 WSM-A
Pr ject# 02369
DOE No: 7304
Fund Code: 03
Contractor:
HOLE 1 Carleton Ave
LOCATION: 2321 Carleton Ave E/4
2 .50- HMAC
7.50" Concrete (4343 . 0 psi)
6. 00" Lt Brown
ATTERBURG LIMITS: LL: PW PI : SHRKGZ
MUNSELL COLOR CHARTzz 10 Y:r, .
HM.,
LOCATION: 2220 Carleton ve W/4
1 .50" HMAC
6.50" Lt Brown Sandy Clay Stabilized (289. 0 spi )
2 . 00" Lt Brown Sandy Cla /grave].
6.00" Dark Bir.:own Cla-
�T
ATTERSURG LIMITS L0410 PQ20. 4 0 :20.9 SHRKG:13, D
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown C a
HOLE #3
LOCATION: 2100 Carlton Ave W/4
2 . 00" HMAC
5. 00" Lt Brown Sandy Clay w/grave].
9. 00'' Concrete (3620 . 0 psd )
ATTERBURG LIMITSz LL: PL: PI : SHRKG:
MUNSELL COLOR CHART: 10 Yr.
IHOLE #1 Park St
LOCATION: 401 W of Circle Park Blvd C/4
6. 00" HMAC
4 . 00" Lt Brown Sandy Clay W/gravel
Q. 0" Reddish �Brown Clay w/gravel
ATTERBURG LIMITS: LW39. 0 P021 .7 P017. 3 SHRKG:11 .0
MUNSELL COLOR CHART: 7 .5 Yr. 6/4 Q Brown Clay
HOLE #2
LOCATION: 601 Park St C/4
2
HMAC
-la-y w1gra
5. 75"' A C
oncr t (.j-LI-1 Y4 C
5. 00" Concrete (1774 . 0 psi)
t . w'jj S
and C
vc
7±25" Lt Brown Sandy Clay w/gravel,
ATiTE;RiBii1UJR,G;!iL1NITS: LK FQ 'H
I PI : SHRRK(G:
MUNSELL COLOR CHART., 10 Yr.
HOLE # 3
WCATION: 751SW of Lincoln Ave C/4
3 . 50" HMAC
7.25" Concrete (2953 . 0 PSI)
5 .25" Lt Brown Sandy Cl,ay
ATTERBURG LIMITS: L028 . 1 PW15.1 P0130 SHUG00
MUNSELL COLOR, CHART 10 Yr. 7/2 W Gray Sandy Clay
LOCATION: 55' SW of GOULD Ave C/4
HMAC
9.00" Concrete (4300 . 0 psi)
2.75" Lt Brown Sandy Clay W/gravel,
ATTERURG LIMITS: LW PLZ PI : SHRKGz
MUNSELL COLOR CHARTz 10 Yr.
HOLE # 5
LOCATION: 904 Park St C/4
4 . 00" HMAC
7 . 00" Concrete (3584 . 00 . 0 psi)
5 . 00" Lt Brown Sandy Clay W/grave]L
IATTERBURG LIMITS: LN PQ PI : :Hp KG:
MUNSELL, COLOR CHAFTz ID Yr.
HOLE # 6
LOCATION: 501 SW o
6. 00" HMAC
4 .50" Concrete (2063 . 00 . 0 psi)
5. 50" Lt Brown Sandy Clay WL14,ravel
ATTERBURG LIMITS: LQ PLz PI : SHRKG,.
MUNSELL QOLOR CHARTz 10 Yr
HOLE # 7
LOCATION: 1102 Park St C/4
5 .50" HMAC
10.50" Lt Brown, Sandy—c-l—ay .L/cjr&—'vE--L.,.,,,
ATTERBURG LIMITS: LQ18 . 8 P014 . 9 P1 : 3 . 9 SHRKG:3 .0
MUNSELL COLOR CHART: ID Yr. 7/3 Very Pale Bromn Sand
HOLD 8
ISCATION: 1200 Park St C/4
5. 5V HMAC
L-5.!O" Concrete (246g. 00 . 0 psi)
3
MUNSELL COLOR QHARTz 10 Yr
HOLE # ..........
LOCATION: 130B PARK St C/4
6.50" ! C
9.50" Lt Brown Sandy Clay W/gravel
ATTERBURG LIMITW L031 .7 PW19.7 PDA& SHUGS&
MUNSEL COLOR CHART: 10YR 7/3 Very Pale Brown Sandy Clay
HOLA10,
LOCAT I ON z 1252 Pa,r k, St NEW 4
1 .25" HKAC
I
4,00" 2 ,27 Concrete (977 ,0 psi)
10,75" Reddish-Brown Sandy Clay W/grave'l
FATTERVUR7 LIMIT$: LW31 .4 P016.5 P014 .9 SHRKGz7.0
MUNSELL COLOR QHARTz 7 . 5 Yr.5/4 Brown Sandy Clay
HOLE# 11 ,
LOCATION: 1309 Park St NZA
4.50* HMAC
7,00" Lt Brown Sandy Clay W/gravel
4.50" Brown Sandy Clay W/gravel
ATTERBURG LIMIT0 LQ PW PU 5RRFG,z
MWELL COLOR CHART: 10 Yr
HOW 12,
LOCATIOW 1209 Park $t C/4
5.5
5.000 Concrete (2431 . 0 PSI)
5,50" Brown Sandy Clay W/gravel
ATTERBURG L ITS: LL: a2 .4 PW 16.2 Plz 16, SHRKGzIG.O
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Clay
HOLE# la
LOCATIONz 1109 Park St C/4
5.00W HK AC
6.00" Concrete J3475 .0 PSI)
500" LT Brown Sandy Clay W/gravel
ATTERBURG LTMITSz L0 PLz P0 SHRKGz
MUNSELL COLOR CHART: 10 Yr.
HOLE# 14
1,0CATION: 1007 Park St C/4
4
4.25m HMAC
KOO" U No= Sandy Clay w/gravel
2 .75" Brown Sandy Clay W/g rive l
7ATTERBURG LIMITSZ LQ M Piz SKR—KG,,
MUNSSI-ELL COLOR CHART: 10 Yr,,
HOLZ# 15
LOCATIONz 909 Park St C/4
7,5Dw HMAC
4,00" concrete C22440 psi)
4 ,50" Brown Sandy Clay W/gravel
ATTERURG LIMIM LW M PU SUM
MUNSELL COLOR QHARTz 10 Yr.,,
HOLA 16
LOCATION 811 Park St C/4
1 ,25" HMAC
9,50' Concrete 13946. 0 psi)
5,25" Brown Sandy Clay W/gravel
ATTER NG LIMIM LQ44. 6 P0200 MM 4 SHRKGZ13 .D
MuNSELL COLOR CHARM 10 Yr, 6/2 Lt Brownish Gray Clay
HOW IT
LOWTION 711 Park St C/4
4,500 HMAC
4.500 2Q7 Concrete (869,0 psi)
7,00" Brown Sandy Clay W/gravel
ATTWURG .LIKITS: LW30. 0 PW17. 9 PjzJ2 .1 SHRM8 .00,
KUNSELL COLOR CHAM 10 Yr, 613 row
Pale Bn Saady Clay,
HOLE# ja
LOCATIONz 20'NE of Liacola Ave C/4
6 00"" HMAC
10.00w Lt Kown Sandy Clay W/graval
ATURBURG L M LQ PW PIz SUM
MUNSELL COLOR CHARM ID Yr
HOW19,'
LOCATIONz 601 Park W C/4
5.5011, HMAC
5.25" Concrete (2550.0 psi)
5.25" Lt. Brown Sandy Clay W/gxavel
FATTIER151—URIGIMIMITS: LQ PQ PI : SRRKGz
T'q' SELF 'LC
MUNSELL COLOR CHARTz 10 Yr,
CAS 3, Go uld Ave
LOCITIO ld CAN 1231 Gou Ave SW/4
200m HMAC
4,75" concrete (4453.00.0 psi)
8
.75" Brown Sandy Clay
ATTERBIUIRIG L1,1MITS: LW22 . 8 PW12 . 8 P1110. 0 SHRKGz4, 0
SF
'LL MUNSELL COL CHART: 10 Yr. 5/4 Yellowish Brown Sandy Clay
HOW 2
F
LOCATION: 1222 Gould Ave NE14
;o '-I
C
2.00" HMAC
4.00" Concrete (500. 00.0 psi)
0C)f3 -
10.00" Brown Sandy (Clay W/gravel
00
B,own S" 'y
r IV Ir W.C,I I t,17 T
ATTERSURG LIMIM LW PW PTz SHRKG:
MWELL COLOR CHAFTz 10 Yr
HOLZ# $
LOCATION: 50'NW of Grand Ave SW/4
105 HMAC'
4.75' Brown Sandy Clay
9,000 Dark Brown Clay
ATTERBURG LIMITSz LQ40.4 P019. 6 0 :20.8 SHRKG:11
MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brownish Gray Clay
H E# I Pearl Ave
LOCATIOW 2101 Pearl Ave E/4
6,00" Concrete (5357 , 0 psi)
10.00' Lt Brown Sandy Clay W/gravel
ATE ERBURG LIMIT$z LW32 .2 PW17 .2 P015.0 SHM0 .0
MUNSELL COLOR CHARTz 10 Yr. 7/4 Very Pale Brom Sandy Clay
HOW 2
LOCATIONz 2115 Pearl Ave W/4
5.000 Concrete t5363.00.0 psi, �
5.00" Lt Brown Sandy Kabilized Clay
500" W Brown Sandy Clay W/grav&],,,,
ATTERBURG L7MITSz LV PW Plz SHRKG:
MUNSELL COLOR CHARTz ID Yr
HOLE# 3
LOCATIOM 2003 -Pearl Ave W/4
1 .50* H
1,50' Lt Brown Sandy Clay W 'gravel
6. 00 Brown Sandy Clay W/gravel,
6
ATTERBURG LIMITS: LL PL: PI : SHRKG:
MUNSE.LL COLOR CHART: 10 Yr .
HOLE4
LOCATION : 2017 Pearl Ave E/4
1 .25" HMAC
8 . 75" Lt Brown Sandy Clay W/gravel
6. 00" Brown Sandy Clay W/gravel
ATTERBURG LIMITS : LL: PL: PI : SHRKG:.
MUNSELL COLOR CHART : 10 Yr..
Approval :
Ryan Jeri
Routing:
Date Tested: 8/14/14-9/24/14 Superintendent
Requested by: Robert Sauceda
Tested by: Soil Lab File
CITY OF" E'ORT WOR'11-1
SOIL IJAB SERVICES
1-ABORA TORY fU,SULTS FOR
TEST HOLE AND PLASTICITY fNDEX
Project: WATER&SEWER REPLACE CON]"2014 WSM-E
Project# 02386
DOE No: 7312
Fund Code: 03
Contractor:
HOLE I Brown Ave
LOCATION:3400 Brown Ave S/4
.50"HMAC
7.00"Brown Sandy Clay /gravel
8.50"Reddish Brown Sandy Clay Vey/gravel
ATTERBURG LIMITS: 1,L:28.7Pt,:16,Z.PI:12.3SI-IIWG:(i.0
MUNSELL COLOR CHAR'n 7,5 yr,5/8 Strong Brown Sandy Clay
HOLE 2
LOCATION:3420 Brown Ave N/4
1.75""HMAC
8.00"Brown Sandy Clay W/gravel
6.25"Reddish Brown Sandy Clay
ATTERBURG LJMITS: LU PL:PI: SHRKQ
A41.NSEI.,I..,COLOR CI IA Rl":
HOLE 3
LOCATION:3445 Brown Ave S/4
1.00"'HMAC
15.00"Brown Sandy Clay
ATTFRBURG LIMITS: LL:PU PI: SBRK.G:
M.IJNSEI.,I,COLOR CHART.":
HOLE I Embrey Place
LOCATION:2521 Embrey 1P1 SA
4.00"HMAC
12.00"Orange Brown Sandy Clay
ATTERBURG LIMITS: I.X:23.1 PL:15.8 P1:7.3 SRRKU2.0
MI.,INSELI.,COLOR CHART: 10yr 6/6 Brownish Yellow Sand
HOLE 2
LOCATION:2420 Embry P1 S/4
1.75"HMAC
14.25"Lt Brown Sandy Clay w/gravel
A171'ERB1./RGU1 ITS: Ll,,a:15.8 LPL,:11.9PI:3.90SIIRK.G,,2.0
ML: NSELL COLOR CHART: 10yr 7/4 Very Pale Brown Sand
HOLE 3
LOCATION: 2321 Embrey Pl N/4
3.00"HMAC
13.00"Lt Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
MUNSELL COLOR CHART:
HOLE 4
LOCATION:30'E of Scenic Hill Dr S/4
1.00"HMAC
7.00"Lt Brown Sandy Clay W/gravel
8.00"Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
MUNSELL COLOR CHART:
GC-4.04 Underground Facilities
NONE
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
GC-4.06 Hazardous Environmental Condition at Site
NONE
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July L 2011
GC-6.06.1) Minority and Women Owned Business
Enterprise Compliance
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2.and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
A'r"rACHMEN'T 1A
FbR'1 W0R,1'H City of Fort, Worth Page I of 4
Minority Business Enterprise
MBE Subcontractors/Suppliers Utilization Form
OFFEROR COMPANYNAME- --——--------
check applicable block to describe
JLB Contracting, LLC Offeror
pROJECT—NAME. IDBE VKIN 1V/W,1DB[::
2014 C I P YEAR 2 - CONTRACT 1 7/23/15 BID DATE
City',MBE—Project doiak Offeror's MBE Project Commitment: PROJECT NUMBER
12 % % 02369 .....
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 Purchasing
Division no later than 2-00 p.m. on the second City business day 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 MBE 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,
1considered 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 or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic
area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Prime contractors must identify by tier level of all subcontractors/suppliers,. Tier-, means the level of
subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a
subcontractor is considered 1"tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime
contractor is responsible to provide proof of payment of alll tiered subcontractors identified as a MBE and
,counting those dollars towards meeting the contract committed goal. -------
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide 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 Offeror 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 fi rm, including MBE owner-operated, and receive full MBE credit., The MBE may
lease trucks from non-MBEs, including owner.-operated, but will only receive credit for the fees and
commissions earned by the MBE as outlined in the lease a2Tqment. J1
..........
Rev.2/10/15
FORT WORTH
ATTACHMENT 1A
IPage 2 of 4
Offerors are required to identify &LL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be
listed first, use additional sheets[if necessary, Please note that only certified MBEs will be counted to meet an MBE goal.
NCTRCA N
SUBCONTRACTORISUPPLIER 0
Company Name T n Detail Detail
Address i Subcontracting Supplies
TelephonelFax 0 M W M Work Purchased Dollar Amount
Email r B 13 Ell
Contact Person E E E
I
El 0
..........
F-7
El 1:1
-------------
Rev.2/10/15
FoRTWORTH
ATTACHIMENI IA
Page 3 of 4
Offerors are required to identify ALL subcoritractors/supp6ers, rega4ess of status; Le. Minority and non-MBEs. MBE firms are to be
listed first, use additional sheets if necessary, Please note that only certified MBEs will be counted to meet an MMBE goal.
CT CA N
SUBCONTRACTORISUPPLIER 0
Company Name T n Detail Detail
Address i Subcontracting Supplies
Telephone/Fax M 0 w M Work Purchased Dollar Amount
Email r B B 8
Contact Person E E E
...............
Li
El 1:1
El El
.......................
El
El El
..........
Rev. 2/10115
FORTWORTH ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers $
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIER $
The Offeror will not make additions, deletions, or substitutions o t ..
. �. this certified list without the prior approval of the
Minority and Women Business Enterprise Office through the submittal of a Request for Approval of
CharrgelAddition form. 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 Offeror 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 ill affect the final compliance determination,
By affixing a signature to this forma the Offeror further agrees to provide, directly to the City n request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and
any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any
books„ records and files held by their company. The Offeror 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 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 i ty work for a period of not less than three ( ) 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 determination of n irresponsible Offeror and debarment from
participating in City work for a period of time not less than one (1) year„
Authorized signature printed Signature
'r'V'tla
""' contact Nameffitle(if diff rent)
... .. ........
�..
Company Nam Telephone and/or Fax
d E-mail Address
„.................� ........... ........ ......,.. .. ..
cite zip„ Date
Rev.2/10115
FORT WORT14
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR OFFERORS
APPLICATION OF POLICY
F the total dollar value of the contract is$50,000 or more,then a MBE subcontractin2 goal is 2&Iicable.,
7
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Wnority Business Enterprises
(MBE) in the procurement of all goods and services, All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
.............. ..........................__............ .............. .................... .................................................
MBE PROJECT 1( S q ',) 11.�
1 he City's II MBli::w goal on th s project is 12 0/6 of the base bid valUe of the contiract,
...........................___
Note. If both MBE and SBE subcontracting gl(.mls are established for this project,then an Offeror must sulbrnit lboth a
F
MBE Utilizatioin orm and a SBE Utilization Form to deemed e deeed responsive,
COMPLIANCE TO BID SPECIFICATIONS
On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors 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. Prime Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Purchasing Division, within the following times allocated, in order
for the entire bid to be considered responsive t o t he specifications, The C.'Weror shall deliver the MBE docurnentation,in
person to the appropriate,"19yee of thepumhasing division and obtain a date-,,/tirne receipt, Such receipt shall be
evidence that the'Cft ived the documei,dation ih410 firne allocated. A foxed and/or emailed copy, ill not be
accepted,
....._.__.....®......................... .......................... ...................._.......,_...
1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day
met or exceeded.- after the bid op2Et date, exclusive of the bid open!n2_q2!e.
2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day
Utilization Form, if particlpation is less than after the bid opening date, exclusive of the bid opening date.
state cal:. -------------------
3. Good Faith Effort and Subcontractor received no later than 2:00 1p.m., on the second City business day
Utilization Form, if no MBE participation: after the bid openin date, exclusive of the bid opening
4. Prime Contractor Waiver Form, if you will received no later than 2:00 1p.rn., on the second City business day
erfo all suboontractin /supplier work:
after the bid opening jAte, exclusive of the bid openiN date___
q _
5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day
exceeded: after the bid oppenin .date, exclusive of the bid optnin date. .
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A
PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION
PERIOD OF THREE YEARS.
Any questions, please contact the MIWBE Office at(817)212-2674.
Rev.2/10/15
ATTACI-11VIENT 1B
FORTWORTH Page 1 of 1
City of Fort Worth
Minority Business Enterprise Specifications
Prime Contractor Waiver Form
OFFEROR COMPANY NAME: Check applicable block to describe prime
JLB Contracting, LLC
PROJECT NAME: WDBE
2014 C I P YEAR 2 - C BID DATE
RACT 1 7/23/15
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
12 % % 02369
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes.
Failure to complete this form in its entirety and be received by the Purchasing,Division no later than 2:00
p.m.,on the second City business day after bid opening,exclusive of the bid opening date,will result in
the bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this NO
project, this is your normal business practice and provide an operational profile of your business.
Will you perform this entire contract without suppliers? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business. NO
---------------------------
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)on this contract, the payment thereof and
any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to
all an audit and/or examination of any books, records and files held by their company that will substantiate the
actual work performed by the MBEs 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 contract
and may result in a determination of an irresponsible Offeror and barred from participating in City work for a
period of time not less than one (1) Xear.
...............
Authorized Signature Phnted&gnature
Title Contact Narne(if different)
Cornpany Name Phone Number Fax Dumber
Address E_nmri_Kd ress
..........
chytState0p Isate
Rev.2/10/15
Joint Venture
Page I of 3
FoRl- W- NTH
CITY OF FORTWORT11
MBE Joint Venture Efigibifi!y Form
All questions MUNI be answered,use"NIA"if not applicable.
Name of City project: 2014 UP YEAR 2..CONTRACT 1
.............................................................................................................................................
A w comp M �em
jomtventuye lbrni must t !letcd On h vo
RR/Bid/Purchasing Number: .......
1.Joint venture information:
Joint Venture Name:
.Joint Venture Address:
(Ifapplirable�Y
Telephone: Facsimile: E-mail address:
Cellular:
Identify the finis that comprise the joint venture:
Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each fi rm comprising the
Joint venture
MBE firm Non•-MBE firm
name name:
,.
Business Address: mess Address'.
City,State,Zip: C'uy'Stale,zip:
"Feleph-.)no Facsimile E-mail Telephone Facsimfle
Cellular —_ Cellukir
Certification Status: E-111aril address
Name of Certifying Agency:
....... ...
2. Scope of work Reriforme(d, b the Joint Venture:
Describe the sco a of work of the Describe the sco fie of work of the nan-P41BE;
.....................
.. ........
...................................
....................
.............
....................
Rev.2110115
Joint Venture
Page 2 of 3
3. What is the percentage of NME participation on this joint venture that you is to be counted toward
meeting the project goal?
4.Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do not coma dell ij'ghiiii!,forop,wtioiTi.irdescribed'ip2 J0 int venture agyreenient)
Profit and loss sharing:
Capital contributions,including
equipinent:
Other applicable ownership interests:
........................
6. Identify by name, race,sex and firm those individuals(with titles)who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions
(do include Account PayaNe and lteceivablc):
Management decisions:
a. Estimating
b. Marketing and Sales
.................................
c. Hiring and Firing of management
personnel
............................................
d. Purchasing of major equipment
and/or supplies
Supervision of field operations
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the MBE percentage applied toward the goal for the project listed on this form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or
the dollar amounts/percentages change from the originally approved information, then the participants must
inform the City's M/WBE Office immediateiy for approval. 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 City's
BDE Ordinance,
Rev.2/10/15
Joint Venture
Page 3 of 3
Aff 11.)AVIT
The undersigned affirms that the foregoing statements are true and correct and include all material inforalation
necessary to identify and explain the terms and operation of the joint venture. Furthen'riore,the undersigned shall
agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments
herein.
The City also reserves the right to request any additional information deemed necessary to determine if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books-, records and files
of the joint venture by any authorized representatives of the City of Foil Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
venture's elipbility and may initiate action under ]hederal, State and/or Local laws/ordinarices concerning -false
statements or willful misrepresentation
_!esentation of facts„
&-�m---e-o`f'M'---B-E---fi--r-m------- -N-ain-e-o-f-mo-n—M...B-E firm ---- ---- -------------------------------------------------
Printed Name of Owner Printed Name of OwncT
Signature of Owner Signature of Owner
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Oimier
Title Title
Date Date
Notarization
State of.. ..............----....... ............. -—----('0unty of
On this__n____.. .............................. day of 20 . before me appeared
and
to me personally known and who,being duly swom,'did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
"Notary Public......................................... .......... ..............................................
Print Narne
Notary Public
Signature
Commission Expires ........................ (seal)
IRev.2/10/15
ATTACHMENT 1C
Page I of 4
FORT WORTH
City of Fort Worth
Minority Business Enterprise
MBE Good Faith Effort Form
OFFEROR COMPANY NAME: Check applicable block to describe'—
AB Contracting, LLC Offeror
PROJECT NAME: LIZ 11WN11DBE
2014 CI YEAR 2 - CONTRACT 1 7/23/15 BID DATE
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
12 % % 02369
....... ..... ............
If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
form.
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, I thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and received by the
Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive
of bid opening date,will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF
FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Suipplier Opportunities
.................................. ... .............................
.............
Rev.2/10/15
ATTACHMENT 1C
Page 2 of 4
.) Obtain a current(not more than two O months old from the bid open date) list of MBE subcontractors
and/or suppliers from the City's MIWBE Office.
Yes Date of Listing, ,,, - / _
No
.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed,
at least ten calendar days priorto bid opening by mail, exclusive of the day the bids are opened?
Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.)
No
.) Did you solicit bids from MBE firms,within the subcontracting and/or suppllier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Yes (If yes,attach list to include name of MBE firm,pgrson contacted,phone number and date and time of contact..)
No
.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile(fax), exclusive of the day the bids are
opened?
Yes (If yes,attach list to include name of MBE firm.fax number and date and time of contact. In addition,if the fax is
returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation"
documentation may render the GFE non-responsive.)
No
.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed„
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned
as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for
proper documentation. Failure to submit confirmation andilor"undeliverable message"documentation may
render the GFE non-responsive.)
No
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
.) Did you provide plans and specifications to potential MBEs?
Yes
No
.) Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
Yes
No
Rev.2/10115
ATTACHMENT 1C
Page 3 of 4
9.) Did you prepare a quotation for the MBEs to bid on goodsiservices specific to their skill set?
Yes (if yes,attach all copies of quotations.)
No
10.) Was the contact information on any of the listings not valid?
Yes (if yes,attach the information that was not valid in order for the MIWBE Office to address the corrections
needed.)
No
11.)submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any
relevant documentation by City personnel.
Please use additional sheets,if necessan,and attach.
Company Name Teleehone Contact Person Scope of Work Reason for Rejection
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
The Offeror further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed 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 shall create a material breach of
contract and .may result in a determination of an irresponsible Offeror and debarment
from participating in City work for a period of time not less than one (1) year.
Rev.2110/15
ATTACHMENT 1C
Page 4 of 4
The undersigned certifies that the information provided and the IWBE(s) listed was/were
contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be
contacted and the reasons for not using them will be verified by the City's M/WBE
Office.
Authorized Signature Printed Signature
Title Contact Name and Title(if different)
Company Name Phone Number Fax Number
Address Email Address
City/State/Zip Date
Rev.2/10/15
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
2013 PREVAILING WAGE RATES
(Commercial Construction Projects)
CLASSIFICATION DESCRIPTION Wage Rate
AC Mechanic $ 25.24
AC Mechanic Helper $ 13.67
Acoustical Ceiling Installer $ 16.83
Acoustical Ceiling Installer Helper $ 12.70
Bricklayer/Stone Mason $ 19.45
Bricklayer/Stone Mason Trainee $ 13.31
Bricklayer/Stone Mason Helper $ 10.91
Carpenter $ 17.75
Carpenter Helper $ 14.32
Concrete Cutter/Sawer $ 17.00
Concrete Cutter/Sawer Helper $ 11.00
Concrete Finisher $ 15.77
Concrete Finisher Helper $ 11.00
Concrete Form Builder $ 15.27
Concrete Form Builder Helper $ 11.00
Drywall Mechanic $ 15.36
Drywall Helper $ 12.54
Drywall Taper $ 15.00
Drywall Taper Helper $ 11.50
Electrician (Journeyman) $ 19.63
Electrician Apprentice(Helper) $ 15.64
Electronic Technician $ 20.00
Floor Layer $ 18.00
Floor Layer Helper $ 10.00
Glazier $ 21.03
Glazier Helper $ 12.81
Insulator $ 16.59
Insulator Helper $ 11.21
Laborer Common $ 10.89
Laborer Skilled $ 14.15
Lather $ 12.99
Metal Building Assembler $ 16.00
Metal Building Assembler Helper $ 12.00
Metal Installer(Miscellaneous) $ 13.00
Metal Installer Helper(Miscellaneous) $ 11.00
Metal Stud Framer $ 16.12
Metal Stud Framer Helper $ 12.54
Painter $ 16.44
Painter Helper $ 9.98
Pipefitter $ 21.22
Pipefitter Helper $ 15.39
Plasterer $ 16.17
Plasterer Helper $ 12.85
Plumber $ 21.98
Plumber Helper $ 15.85
Reinforcing Steel Setter $ 12.87
Page 1 of 2
Reinforcing Steel Setter Helper $ 11.08
Roofer $ 16.90
Roofer Helper $ 11.15
Sheet Metal Worker $ 16.35
Sheet Metal Worker Helper $ 13.11
Sprinkler System Installer $ 19.17
Sprinkler System Installer Helper $ 14.15
Steel Worker Structural $ 17.00
Steel Worker Structural Helper $ 13.74
Waterproofer $ 15.00
Equipment Operators
Concrete Pump $ 18.50
Crane,Clamsheel, Backhoe, Derrick,D'Line Shovel $ 19.31
Forklift $ 16.45
Foundation Drill Operator $ 22.50
Front End Loader $ 16.97
Truck Driver $ 16.77
Welder $ 19.96
Welder Helper $ 13.00
The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted
and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman
Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The
Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp
Page 2 of 2
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CLASSIFICATION DESCRIPTION Wage Rate
Asphalt Distributor Operator $ 15.32
Asphalt Paving Machine Operator $ 13.99
Asphalt Raker $ 12.69
Broom or Sweeper Operator $ 11.74
Concrete Finisher, Paving and Structures $ 14.12
Concrete Pavement Finishing Machine Operator $ 16.05
Concrete Saw Operator $ 14.48
Crane Operator, Hydraulic 80 tons or less $ 18.12
Crane Operator, Lattice Boom 80 Tons or Less $ 17,27
Crane Operator, Lattice Boom Over 80 Tons $ 20.52
Crawler Tractor Operator $ 14.07
Electrician $ 19.80
Excavator Operator,50,000 pounds or less $ 17.19
Excavator Operator,Over 50,000 pounds $ 16.99
Flagger $ 10.06
Form Builder/Setter,Structures $ 13.84
Form Setter, Paving&Curb $ 13.16
Foundation Drill Operator,Crawler Mounted $ 17.99
Foundation Drill Operator,Truck Mounted $ 21.07
Front End Loader Operator,3 CY or Less $ 13.69
Front End Loader Operator,Over 3 CY $ 14.72
Laborer,Common $ 10.72
Laborer,Utility $ 12.32
Loader/Backhoe Operator $ 15.18
Mechanic $ 17.68
Milling Machine Operator $ 14.32
Motor Grader Operator, Fine Grade $ 17.19
Motor Grader Operator, Rough $ 16.02
Off Road Hauler $ 12.25
Pavement Marking Machine Operator $ 13.63
Pipelayer $ 13.24
Reclaimer/Pulverizer Operator $ 11.01
Reinforcing Steel Worker $ 16.18
Roller Operator,Asphalt $ 13.08
Roller Operator, Other $ 11.51
Scraper Operator $ 12.96
Servicer $ 14.58
Small Slipform Machine Operator $ 15.96
Spreader Box Operator $ 14.73
Truck Driver Lowboy-Float $ 16.24
Truck Driver Transit-Mix $ 14.14
Truck Driver,Single Axle $ 12.31
Truck Driver,Single or Tandem Axle Dump Truck $ 12.62
Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86
Welder $ 14.84
Work Zone Barricade Servicer $ 11.68
The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by
the United States Department of Labor and current as of September 2013. The titles and descriptions for the
classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway,
Heavy,Utilities,and Industrial Construction in Texas.
Page 1 of 1
GC-6.09 Permits and Utilities
NONE
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
GC-6.24 Nondiscrimination
NONE
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1.2011
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
CITY
OF
FORT WORTH WATER DEPARTMENT'S uNo-aaaawaa:D:2-29-2W2
STANDARD PRODUCTS LIST
., ,. "' r'-" ��,� "� , °v !�, r �; 1,,>;'� 1 ,5r` -„` „ii/%�nlr„s 7� f ^,0 --✓ I„s, ��;
I
i ✓ a !1! r,�� � �lr” �wFtal /`r�?'� a t NG //i�l�°„ l � ',
s n /�i
tiJI)IIIn f Qll"oUI4Ull7lvfn3 N/p6 YWp16.. �w.. ��
... .._ . .....,, ....
..h9 ku b9]seMa«k
9..I wMaR �paVmwrM� rBmev'eq k.apaxaw^reu Manaarwwwsas dAwapw aRU UoYk!,u BMawaua Fa,"T'hi IT N:148 NUw.a"aim
m EI.•N$ mwh� bmwc Rm h 9a o a m,AF%k*ms a2 trAS'P'M a u 1248 Fa 24"dm.
`X- N M Ia Az mWmrde
hum I'ucaaNaaaw]an17 ou
„ MRaak,aaa....!Ay mawUw d4W7IWM X"N Y249 _ H"m 2a^uWm
.. WQ°Nd2"JPhCa ..p k M Wa ..m .. tiemmlXrwwa"waraan l mG'kAan da'ti'a„m.Ilcwa. M.ma wwmam 'aamuvpNnxw bQa^.mp gNmb 9`N N M, MWan hic I ma l °x.dMwauu°sTg n M aasN mru �,5'�'«^+2w.Haut. °U Vmrtl adk w hmwaNl wn swel
......., _ ,.,., ., ... .._. _ ..._ 2. .. .... .,...... _...,
.. �� M�harlh_s ��secAk r�HroaeA a�`al4"eM��ar�N�X aN!„a!;, � _ � .....
rMmaXa I"ramu^s munuY °xmremn 'aWa Mmana krdnru A&°arorr8r N9mws« Ukmkrs.N avmrnrNll2 N 4pXlll a raaFl.FPJNO ..
....... .... __.....?..�.. ,..,.._,. ., -....... mNamr'Ilamm�9a N�........
mmnBmal CN
... ...
C” aar%�.a YISY Y.b1+p14
�a� NkN eA 13akAe/�TAUIX%w ,K Aovaalsl fl lk9lMUC�P7ac�c9�m,
AI Ma9 �pmanlvrtNdar G^tuurrmm xtaail&"unvaxa aMwova^aau lawn Wa'w#k.w IUuw^M'r k1M marlxaBnly YQ%1kG .... .. �A 9YUm
. MCMal I$ rlay Mmu FrkNk Na
W _ IM1 Y,m 1bd«fi a N7ti',w
N,.1lamwmrae 11 eaura sNO 4"ouwrc�rvv _... .. ..ker'unarvl rerar .. _. mM
M W N$... WNar9Mr,ld4'�MaadYamm&aa(W M�ON4"FYa Or UNG%Mp kCWdVY4MP 11$QI AS 114.....4$H a II�Ym .
A4maaXxam F'rmmum+r mqufl C,'su eav IT "s"G ce4um a ern ronuralaaappa „ I .., IgAIIH 8N .. _.. ... ..
W N 14 4b%mwnAncsl -
... ,_... r Wearuaw.a Ex C'auaaxar ...,.,.... A,u�pplgaQ tmpncauaraUn Attk9�➢a3ritl
41 Ma IHMmnWa e,aarununuw and Caw yaw .. H"Aml a Nd naurrrt!ar .. .. Ca"M 5.'II']"a m. ,"� .m
CI!Ia GNbaadkawNr,^If umxamm�avu9lawcwa Nam3wtCm wty .. ....� . 74 Mum
.. .... ... �_ _ ...., ... ..
Ia"15PV,p'4 MM Ha IMAaaaNuawQmparAaanmw araaN d,.roans "amranaw swnw l7m gnxm"r PXNaaaro^r6aanoawH 141 2-RK4S ... 'bNP
fdWF Vi v,'r I9 (h a(l 9AI ANNN Naalaa taltl,a P 9a1VFe 1t9NYY WI IaY tea rYi Q4 "a'Hry aaFaaYN aNa B a, 'as"9r}k"a 0" 9 sWl Q)4k
II M N k 4 h. _ kaWM NYat am i i ._ w Y �0 i,rGu q. .....- .... .
IN7U YgMem,... _,.W P%fi i 8xp _ ns Yaer 4 d~oYY,ul %it 1WNPd6° NI"m@ °N N,2CdYe v M1tl )m
mwr'Vad�kNf man¢ armU a�. ...... _ .,.,., _., _ „_._„ .. ......... _,.
..... ,.. Po]NN rc k'aW';b^,Sm sun N:as
... F ••.- - ... ... , ,
II aN IkNIIN II a ernd C: w^ a uua,^ .H d!rRt Q@ ra r afffiIIRy ar a a w W,u na.rYr N I N'DIs
�4 H�lvM 9 w R... eaal7res C�NVe9s/' aaa a k ag�.tt Prilej h via 'll a�hk
Agaxokm>'PoahaaaaaanamWCaan crew.... :... _ ....� _I.. _. ,qW. k A�Mmfmv ..... V's4,'a'" . .,, .M nN"NN PM�9 pd X"Iona -.
,... . .. .... ._. ... .. ,..., _ _ ..._ .. �....... ., ..... .. ......... .. _.... ... m
. , Y ..�`�:.. _Nwtl.. Nnmawllms aamil N,.:auaapa ._,..., .............�._ _1�u gaa rvv 7murru VY,�,tiar?au�Noma&,II#lu�V"w N umaemiln,�`.. ...., ., "aMIa`➢-�1iT... ._......,.,.,.._ ........,.,_...., ........ ^Na"C,DNa......�....
.., E:X H4 AWaaaNuvMas 8 umane uasaN C,maul ..,_._. ._. ..... NMU@Carnge wd 4Wamk:n Mrm.. . ........_.. ....,. .._..,_ Wlk".ti:P.aMA _..,... ,..,_ ....,..,.._ ....., aa'd'1Na1.
Ck,"42Yd&QCMD N.E N a march gr Fm am"deal(A a;rn"� Pau^cwxiaaa�w a#G;:'-"11PAri i'M'M N.*18B Ya"A7fum
.. .,,�.,,.. .. �. ..., ......, _ ,.. .-.-.-. ....,, .�., , ..... .,
.. ---....,.... r .... _....,..,....._ �.. .... ................ 9k r I "a4 NC,Qanl &W C armaa° .... uMSTIM a Aiw a MDQaa
dMu° QJMp1 IN-Na N.9'umuaNm..... rv' amamp Ciromaxx "Ma,^nwxm naa*,WrnrNaaatmakw M'aQamnrrNad 'IdN„ ...._� .,,......., ...........
Maa]8aaalt,a „3,s9.s/Neww/C¢pa�L~crsaaatw
RMad'mCukl`_...,,,,. 4)WYsem de;aada C`wm$ikamava AAII k4nmu+•ruaaNm Nnaa rm PK Wa,. ..fla $m Hrpgaaa m . .... ,.
tll"dJ'�`Ma"WY BPokf R#px]raryhakrorc;WUaEaxcatt+2 , f ..__....... ....... ... �. ._ 1 2911_...., _ __ A,S7 M IN7'r4pNN97$N VD792
A rrunfkaMa l"wxmkrr`rs N:)am,a+mat Ns 7N MNNMa8d"tkPM
.. tl74a"2aaYCICd .... ...... �_�...... ._.::;... _ rma , ...,. "NI9 d8 ComhNma..., .... .....di'y°IIV adl:KYu'. aU] ......,... ab)��. ..
rmskra ham a IYlauro WIFC 24n M Cnaaka7B&' WY6fi
kdN7MW'Ca9amNaanN'mtlNtlY96iraoa'aed Mona _. _. ,...,, .. , aNvfl�aasHn Nma".. We p I iNkB"a.aWv9 w.cmluamm 9&mu ,a nea .._...., Naav oxurttiP'dm muu,m„
VaC)PE, .Fm A"
. al _ 'wtipruuku N d ow,,m hm&,a t Y
1 Mukha)!" a l�ahaos eow4 r mfe a}s�a k as _... _. u^ m . . .
3
., LM I$ NUIaYmENA YGn'%'mh9 W 8'SBC'. ....,._ .... „�.... .. .,..AN H Ali h,$4Vd ....,,.. 0
. .. W A1axnMmr a f rruxmsa C nA ......... $k
.., M];Na_ Va'AaNNmml raid _. R w ramau�kM M'ro �._.I.
_ aamlc Nlaan a�ta Qtlo uYU enrt a ern
._ .. ..._.._... .. _. ............ „ .. .. .. _ ...,....._.u... 7 aqua .. _..... -. .. ...... . ........... .. _ a2
I"rraxmsmC awrcaNa &'l wXM U.a wauveul d.QIVk`aare&-N 911111
._ 4rnx as°xi+r %n"ypa PH,muaP<� ... 9d +Fk R]aaavp MaNM
... .... ._ .-._..�.... ._........ ...... ..._. ........_.... .-.... .. P ........... .... _ ... .........,. .....
...., NV4'a"s'4,m)41 I]W4 A#,wlalreaPa^NMUV,mrrm Cwaucw Ia IXI Ineaxewm N'n<mPmr�l Nrarr, B'N°N 2s IhrWapM➢gnaa: f Y2' C roam .W'sll"MU('478 ak wY"HS"`anxns _
lMaf7'trdell 8I$ WMkW hdzn lcdDCaua^%;M':Il amt IMauawnau B m,M"Mbaar x5 e'kH4A MNJM .4"u IIy
hl A9mrxi0u Yu q7 sd v a v Now Y ._ m.Hki.A ND wax7r"l,° N k9 t'a $8 WHum
... ......... .......... ..'.. ., .._._._ 4
... .. ... 2 I NAG tlI{E...
NN 1A
C 5
v I"rr GAt V G rWN"
..... dr ika N tl 4A I'M9auatmaQ" 8ana "" ._.. �.,. ,..� .. ..,. ... ._.............._�. ..ti... ._�
" .... ANma6wrlla ... .. _..... . vIr11 rr Ir Vrn ...-.. ..NYa°%aaYat UN nl mrear urrV A",6 wDa r NW r,',
. ,uonuq un I Ia^rl acubf ruratl4 � a d 1�: lr � E
Na a9
calM les& lR ses/LNe2/d a °mil
.._ .. _ _.
_. ..
.... .. .. .. .... unaaanuv�prmaa Mllua. N]«bawtnw AV IS'1'P3`H Nunn arraGdila a .
.. M1ff r a4 Iau rata .. .. _ .... .- 4 am r gfil me ...
... t1n r fJm ... _ q ndm.¢klrrw I' ammr;l; ... .. ",. - ..,.., ... , ., ... .. .. ...
N i"2GufaYk' uxy^,Xaaus A'BadwYmuNm aaa 4
ManhaafteM _ wdlsell lt° W]kst&a M4°aNQMQMBA@d _
Y]¢& 'AMauaWuarBa X'C ap'A maam' _.... M/aamaacx ,
... ... ..... ... ..
I lCldaXa ntiw�tmuamr 'AaaxaaGmH"blM w"ruuroaawxuwMw GYa .. IMxNnwu„a`Pu95M
aalaaMHO A N I.. ............ ...... ....... ....-- _ �..... ...
ay_ ...,.... ............ .. , '�m Sa rC ,ywweau>';nm _ SaeaaumV AMIS7'Fm.EamNwmCh W 9 amNUn ,� ..........._. ....._.. .. ..... _......
.. m MYaAnaka^°mvcaau ._. ._ uxu -�. ......_... __...
MJg2dMbn 6°H-Mft A9aallok VmhabSyma¢^:rre._ . ............. .......,. _M"uaNy aailaNex Mec.Waa,,.uaura ., MWMM,d'r,°E'amwn aaamNruau wla au�u wanQGarmtanua ....., AS l"9M 17rk II
... ,.,.,... .....,. ,...... ....... _... ......
. OaY tVroa _ Q nwaaia wueua a.,avey"uY VCU,Y,d 4 0 rlr.,r BN.z. _ s'ew.aiV rl„aur k',n Vr tun N7 wdat .. _ YwAow J,
..- ... .. .,.._. _..... .... .__ .. .. .,. .......... . _,
�cN9 1 An esl c�kkr_”- --SRlVaa9Hl e1M�rMNtdanarna, I
dN."i9"LCIIn"'Dda a'N pa... A7darkluaa:PkP"Nlu'aMN"n^m,ammua ..-. �.2dxyaawll .... ............... bra y!d!Rf"uro�vaUn^agroar.,a¢amUa /4.rhi hha7"d21"a790 ..
_ ,.,. .._ ,,. _---- ... ..
° CW 4 MAaar&n*NN.skaalka 4:whwmns .. ",uuauG and as
r r°"„P,mrrwo nr Yt "9Wtli4 A ntC hu+I:°nos I a. '++. a°rr«aw nV ^rtnaao
wYI,r1^4W9r d wa¢anuar°_hmF ar aar rrYr tlarYat a _.,... �. .. ..., ....... .......... ..._,....... s''--.-. _ .w. ..... �,___a`a,,, ..........
2".W °fuiHa d"roVODUeNta Y,w a,mxr nu,Ydx W ktsaw.udasY H'+daxaarr 1 u a,r,vYCda¢aV 7!nop<a P9 fi ]
...,.{${ a7,uk14 r sna n Q m 8 wr awaaml N 1 mo¢x a r.v.4,I _... Q w tl II d tw .... sa as M W sou ax«<
_.... .. ...... ... a .... ..... . _... .... ......
8'ud WWC� Iraea�]Ik1 Hvt F^IIFMauw9sA;TaHUklaa caai fl"aat�6ylr]ec�9eal]U C a�MUeag
_. _ _.
_,
,_.,,, ....- ...., km 'uc &EaaNwmh M r aNde .� C9m Ana
_.® _ am
.-_ ma Mh"h'fibIMAV"y AN GM I k32d 7tl
.... N 'NC^M"0 NMarkaeuc M a V.YSPV , -...... ..... ....... ...�..... .,__..
HI.U.MiAQHYy 17a aala, Anxdaau l4 41Rua«
N'lrepalr W W2NaPa".012 N410 1
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPMTED:2-29-2012
STANDARD PRODUCTS LIST
"mow',".0,ow &Kala J
II
'Aw
's Bom
5-Nmmw Kdd
........... . ........ .. .......
Fd 4 NcvAomA,
.......... ......... . ...................... ------- ........ .............
........... . .......
............. ..........
Cmc filw"Radcoug klflml c 76
flan"mGmewhWow,
7.. ...... ....... . .........Wlr AS rM C76
............... ...........
AWAVACIRV3M
3"ffim 24"
........... .......
i Duckhr hpe A,Lmmmn 8-& dp
AWWA(A50,C11T
Ls mp 0 kmmmky Co. AWWA�150,��M
!�...........- .. ...................... ........... ......... ...............
YU il!Cam Imn 11pe C. AW�NVA050,('M
-----........
..........
uR
.. .. . ........ ...... . ......... . .....................
...... ........... ...... ........ .......
"Y' U�jl D l 24R
Mox __�.S M..........1-- .............
....................... ------ - -------- .........
............... - ----- ........
.......... ....................... ............. .......
1)�?AN
.............. ........... ............ ................. .......... ................_.w ...........
Ic*
I hi
................................ ....... -------........ ......
5F6�R , - i�
7J,_ PVC C _-2(Xkl Smi nE!
slypAl,Al's w6m Almdm�,htr� Cmae6 A
L -- ----- - .............
...... Lyn- ASTM F949 ....-24"w'36"(
....... .........-
J K cmujyt�!S m Pyw
11".0 lj� !"!x .......... ...........
m I'i in E �nrbm�m
.............. .......... .......... . .....
...........
2.5
mm.................. - ----- IftldPrl wh(".r
.!�. . - I.'..--- --- - _ ..........
El 15 PVC,War 14pe Nmp,-Mondaw-1, mp_ ASTM D YX34,D p 774
F11-25 D' �STM D 30 11 I'll,
.......... . ....... . ..........
PVCse Q!!nA-11MLL --jy;,rW9 mu 4'dwo W'
�Nc se
A.27 ANY i<I M 7iF9
"w o,mx 1"edwl Hprann Irw, AS UM D W4
.28 %Wj F�E Dmmmd I I ou'r S 11 118`io 27"
........ ...... .............
vi! F 6 f9 27.
............ ...-Y ................. -- ----------
2 2
cmed�Comum, ftkKm,be �WWVC fm PAp� m -
I� ..........-
CnrJaml W2Ycw,I I .............. M.EM±224...........
[In Pvc P w
idil ssk G ASIM M)34794 R,w,""
V..-2 !... .......... ............... . ........... ..........
Aw hp°
...............
"w'', A)k n6 SW�:i�m,ko u4q :S1 M l)1�03 1l,D 4,,,w
E,145 INC sma fliowp mulk'Fludg,bx, Oftkfto PVC Main vath4% ASTM D 304
I--r-r-- ............... .......... ................................ .. .........
11ni s NewlRib )peg
Cad.xx�]LC MlLl[T!E9-
2 ff!
.k Ojxl�n !',Lf i1v ASTMI 679 IS"'w48"
p"14W0.1 WC Smw Mpe,Rtbivd
Ti C qwq
Jt,d l J,
�X�,�qh Wall �Il,WaH,Lc, �22Lc�l, ASIM d'- -L��S� --- ... 1 11! 11 .-.. -- ..... ......... ..........
--L- . .- �-l T-L)L-
A'122E f.211:-121���n�'-� Sm"In )L 10,Ro M I"
...........
W,I fq 1� 24 V,
4 "ns m Pr�d 11,
....... .................... ..............-
.......----------- . ....... ............. ............
Ujc,s,L8 eh a bl.C.I P i I .......... ..........
............. ............. ............
bmwfi-,I ex rk�Inc AS I U 16
-. ! - I............ ................ ............. ..........
1-1#27
............
.............
..................-
Forwit
........... . .......
RIM!-2"In ... ------- ...........
.................. .. ............
mlw
. .......... ............
Almcan INpe, .............
PL-
........... . ..........
uM
ASTMF l'T4J2947
. . .................
Ejv,E'DIM
�H.Mmefl..l S..y.s . . ......... . ...... .......... --------
.............. ............ ......
............ ..........
Md m C-uucu-
............... 1:2MdISNI -1-1- - -1- 1111-r 1-6�
............... . .............
----------- . ........
i ....➢.......... gjra Aj�jj(7"j g Y�u�dwts and S�s-Vmi,KZ i�;i&;;gwri sp. i:v�p 9i
..........
NZ .......... k,
C, 6i" CMing spacm
-WT?-� .1........ ...... -��-W " -- '
Slamhm 5W� :wi�i Kj�. vqom,Qm J'd Tu'—vaLo, -, �r
........... ................
mr,"w s�;�Z,d ow,M SwO -Sp.m,
"Ill I llli;�,, I I . .........- - - F1 F� -- ---
............. ..........
...........
RS
I Lmin S"m
.............
Propmad 2(29r2l)N 2 1poge 2
CITY
OF
FORT WORTH WATER DEPARTMENrs dumaM2M'ED:2-252012
STANDARD PRODUCTS LIST
rur. wee/,,,;,.., wB,, " C°., "B'% ,e"/isiUYf BfJ iAl F" d /JL ,iU irfJ• w f/ii .,r,r11Y „-s% ra ,ip Y ,:°- ek,fl�lYra r.N, „Y,r,;,;k' 9f1� NI:
n,�,"N'k4d4a"XBd J F rasa p
.k:. Nr., +__,_ ,.,,.. ................_ 2122. .. _ 2222. .. _.' ... a#Xpo�NAYmurs
2222. ..,. Ymuxl a+sUCaaln .-2,,,22,,,2 1212._ 2222..- X'Z.pnaWua k,J rremzumlw C�.rRariY 2GB2CV YrM ,2222-_ .......... ....,__. ...._....
It&19 dY'. ....,... IlxuNCewau II Xua yPC Br,na U'uY* C a°uVVag uu"N,ru al fl bus.& &Ua ..... W d9 rwp ds-.0 I" 9 sY,alku Inm,a d I,w,Qkval:,-._
2222. ............. 2222 .. ._......_...._. 2222 , .......
__.__._ __..-..-.-. 2222 2222 ............ ......... .........
__................. ....._._._ _________
�6VATER
_ .. _ ,.,,......._ 2222... .. .� � .. _,2221__- 2211__
Yu ` 1w xA 4 itrila�rAF"�.,QyHttliblN9#JY<YYgnr Yea NMd.
dnB.J0 tummwhdUnvrauuarep ktm.9aaUm.c 4"mavr GA.h.Juaauco,NIx aumlgwuuw An ammd Valaramgo Vadvu gaarudc^fl vAA !aS'N lkglA aro�."Naam NW Fl4l!7mPo�.
._ ._ .., 2222_ .. .. .... ._ - .._ _. ,.._
LN q q C.xmadmuanmllwcma kAml 4&a4a waa\+aXwe, WAenkiptana Nlawuoadaazulxinn G n 2222 a.Pas unlrn 4o uP amrd Wda¢vuennnn V aX a'm AaICmk IWar ..
F g a N F Ymaulflueeah'.Amr kdrwwv^Vuhr M admr,wruad Nxraunax G va r A NW.rtA A U a!I'd M 4 p" m l M A�,l X"2°..
, 2222 1121.
FrAryk Pp J1 y9„vanc9ml,NaNa2 NJ�¢ IXCYJI I eNFXpB
2222 y -2222. 2222 .. - --
.. pqW Ik hm L t a" . aY mtl f"ugly I"varkaea%n,BYY' Ap mdlu'aminrad NaaYrm 5 nfltlau n, pyAy7Apy A G V 4N dW Y!PWp
._ pp .. ..... .....�.
N,H QJp I'J. m111N,C dnumd lUYU¢magw ...._. 2222 2222 2222 Q u idrtaaa NA m*X"ua>r2uaaxn,,4 a wV'en.AYrawnuiC JornnU Jim s AW,'W7AA d M)
... _1222 .. . ,. _ .....m .,........_ ,.. .... ..
Aa rmr 1 XYYrrr a N4 cw wu l ydam N01X .d NPnauama%.IXlnnunaw Ybntl r mvu IWS ix.hmnual Fuaar&a nHUamlg °nS,&%&drauww"p'bflY ,q"INr"W,�-d"1"'+3�„1 dpP,9:"d X d
._, .. °. ....._ ........._... .. _ -__ 2222. ,...� ._ ;a... .. ...
draainl rpir,A CwYxlauYaaaWdrM. 4aOmi u'41iNBd WfYa IAXr.A IIAm Resumlla"
2222. _ .. .. .. .. .
aX^NSb N N-as d re,la� "d,awr g r�yew a ur s A°WWA Yl53 m am
a4smBd
- .,2222 _
IXJAPVJk.M a N-WP ....Xt Wl lmr daranV ktdn aaaarrnY'b
Fad Wei Box E o V YYax FCmiage s am�BOO C ax¢B V.ew°,k rAVYNVA 4 C C qW p"i'6 4"ao C- ..
2222 ,2 221. L.._._ ._ _,.. 2122. __ ..... 2212. .._ 2,121, 2222 212 2... 2222. _. _ "'.. I ,w �„ ,,.W
,,. taysats. Clm Jld ler Cwlprl AdN`bbmm�A9 nlYAla^WUarmurmpC,t>mYVr Wdaranm" V"4d7Wd4X CJBFC 7N VIhdCC wr 4 rlxr a2"" I
d �uNa° b NA u�MAe"ry .. . _
.. dCXti4D adp 4DPJ , IX 2222 L&k'%ACYYVWMWICVA. °9 ra4. '
Nr«Kraruuxfi tloaa UB,a„,II"Ymltl R 4 n' 4 4... 2222.2222 ..
61ft$ k dr ua duo JA4A I,pula au (OaBiI Vi'+ ._, _ A o H k8'G":1 N A4".d 5 A A,,::A
*17taN°dl'M,Y, 8Y dl 4,X WsA!(llNJs,.a:.Miz"4!wrodra:mB qY uP qi tr.orvxY.. .. ...___ 2222_._ 2:211. 2211 , . Y.. ak""u.ll"d r ra 2222 ...-
...._....arYSra,C. 4pALa6Vbb•<.mc UA CAiMmmincxaN min NXra,lorwuivaar AW'WdPA C N l 84QIV4"C 4%.a4"
2222._- ._.__.__ ....._ 1122-,.,,._. 2222... ......... .. - ,.., .,2121._ ..-..2222 __-°1222.-._,
... _ ......._.__ ..._ 1111__ 2222...
4`b�.Sfl.4a'WB B:pQYF M�aameXawnrae,"mC.VcYrra¢Prmmar'aYaaB Nampa; uWmlumd
.
ow aurn„rod%ok`I p';Y'W4
Ua N`7 tvJ fl tl °"B oua",vmr,,w dx^,ru umux,ti C m,l 4e"4rio"1 ,.a 0 G a.lrv„LaN 1P'r,a.Xubw V Xr.d°ll.rtru 1}'u r[a, 4A aYaW M 16:Y4 _ %r'W tlz
1 YY 4W YVIIIS. 4'Mux,lmw,a4U,m hoop qa fnV er . .IE Y,a All�nazt&dvuaa ... NAS qx Aa& Aa.20
.. 2222 .. 2222. .. .. .. - -
.. ... .. ...
.--. _ 2222 _. 2222. , 2222 2121.._,... ._ .
Y" Jafl»Ba��l9�� Llp-t S��$CpU�,"rr a¢ °Jlw¢�a ..
_.. ..
_ a.---------C"IUmNawO� � �ab4Y#ammm�SN,?�N42ad.N4 H0.5°"
._ 6CampB 'W'ai d'a7 CaXau A"m7vrc.w°dmnn Cd a^svr q p n g"Irmuxaull Wal nu;s°4C'll
..._., . 2222 .. ......... 2222 ... 2222. 2222. _ .... -...
d?pM.44J,.M a®pmmm"Ul'c a.f 8YL".Ve,&Yv'v A,xarvxl® ;uPSS La2dV anuJ uD2.%A AA -abaX'WJN 4'".15 222 2 3Gl amYaa ANu"
....mauwm omnu _
... ., .. ... - 2222 2121 .. _
... W9do.dd u'¢wlYe^.Vr wJw AAnn�..v Flo.("Mad 'riaw uaa L u?4V,V 9Ix7 W 44 P4� MV..A! AwWdWA A 4'5 fl y 20'arbI 24'
... flD Qa"dA'd4^9 tla 2222 _ ., __. _ .. 2222,
GOdPk4 Yg'NGW FV?F. rB 'LW ax a6ava VunNw 2222. 2222 I .,.,. fAnuulativana q'ganw P`araumluq .. 2222.., �s`txu,w +B6r".a&A)+f..QN2,44_.... _ AWY4 a6`F 114
a
a u i x
2222 _. , _
4NvAm42ra'o" b adwd, ,Mminr are Nti nmu P'-a d ArmvWw X3u) .AAn NIA C MN a uo q
.._ ... 2222 .., _. -
,- .. AVa s aNm' _1211_ 2.22 2 AWYiYBH"do G"51 A ... .. a.....
., ._,.. . V aNc ,4xinm^av auV dllaYW R"e!aY,,. Y. 222 2.2222.. .. - .. . ...
., 4k7dd85,d&b8 ror dk as amere VA' a4"anW"Pap e _ 2222.. rFYau�atiu�rwn A"W IG d'nerrn2auu 2222... finteavamm A4 41Ea^mtduaam"rd.N,d6v AAI WA.d" Y) 4 ras12" ..i
2222 2122..
2222.. HXdp'%BAAI 6;N•2An Ydaau WWCXprwr,P:ata4 Valvm A.xau zur.,mrca,WW CG k"orrgamrt"y ( 2222 2222 'B and mmlmskfucr
,.,., 2222__2121._. ........_.__, 2222_._ ... ..........,. .............. .. 2222. . 2211...-1212
[daspaJimaa8 Sm td 0.:Fuus^WaXem CCanYwdly
_..-,..-. _, __,. __ ._._. ...... ............
M-"2A'Y IfR�sa�,o SY lvi Oam',9 Vahe 1 aN '2 4'
.. a8:-tn.. ^xaquYxYU.TXCaYxxtlCmum SaXw ...-, 2222 ._ _ ]WNruaXJa P"r . .. .. ........ .. ., ....... ., _. ._ . 4 q2
,,... .. 1222. --- p6 2222 2221 _„1222 2222_Rmilma
... &4gA""RP i 2222 ....__..-.., _ Y*wrmYgwu vu'W"a n Q m%r.V'aVna^ T.... ......... ..... ..._.._._._ .-. -_....M19au BX C la..,.,._�___ .. ,,"r tram 1�X1aM.V�f.1118'%24"0 Nu"n'pQP+ s%VA 11p"r AWWA 515
_. -_ i WDI VIr V A,.-..'+Y a C1._...... 1111. .ANVWrav,'i&."..�.. +.o"aneeW mulllYma
larrmudnaem Al k ................ 19 Als , Abr
... d 2222_2222.. . ......,,.�,...._ a......._..._
(Ylr dfv*D.i Rmidun APox V,ti,li`s:mX.e V,,Vve° ?<atlgor'Il,.,K o. 'ktiuu,{Vaal 3�",a�dv X, i;"r fa4W Cnx,4 e.'J'N:",s .b'.°''m.149'
.,. -..._.. .,,,.., „ _ ----- _....... ..
CD1a"k%Xd48N3 gC24n pVrNazm'Ww'wX�ubuRsaue Vmdvx^ 6'pua Vaktla^G`ab.....
_ -222,2..._ ..... ..
W4wo' _ m paS Qw�ama.pu a4rvr5'a roA WMr a4:'NA dw
_- _ . 2222..
2121 G Flg-"",d„Cp Nama6Nrwma"W7xvJ a T awaP,V XVamo<.¢w .... tl a .1 k OeJ W ,N'9va^q.%,d?r k �2:p ;MYYdtiW,Po E..-- ..,.., ...
2222... NWwcwS , `.. , 2222..... ....._._ " _.__......., _ ,..,,...,..._. . , 2222.. 2121-_...�._..... 2222, #WXIrk"dWFgl .......... ......._,
., JVAMSPA &i�B-2Cw rrCaaV"uwim,P afla.VaNrra ............2222. _ ........._.. 1 _ 'vanw.°drcda ._aa*WA.MiM a ._ r�l'
';,4 NZa'*u6wlNlvs F"a C s 4 aX^b Yaw 0 I"',A of E u 0,,e "m bdu."a ^a4q 2221 "u'UU'A6 w tl.','Ad 22 22.-. S"W
1221 _ _ 2222 - ..2222
,,2122. _ _ _
......_... 2222... 2222.. 2222
amu AmdP U4 b2 P°rtunuu,WW 4Wrov, ,Wl 4AaMA..... 4°" C.2"
L 24R ml l,S ted(aw V a sup p nvKh v n 02222 6
... -------------- u .
_ .. _ . _ ,. .
_-...
_ __ ............. ...
pl AA1�N I Va a J-----RaatN Xffl "FIv ............... _ _- _,-., _
> - fl.. _
... w ... 2q4 Nelda maY f�nnramafdk Vau6wm _ .. 2222... IpMrn,%64e 8YU 2222._ .-......_,�, _ .......... _.__..__. _ .. AW.R'W4wAG�;?04 _7�.... ..-.
& &.q 7CV"�� JB:QJ
W PJ 0N!d,d.2122_. q q SXB,,,,,, YCYa&Wx,e Kx.snad I%uxrrumrtXy VaXvu .......... 2222.. tt.Wvwur& 2222
Vml.ux °-. 2222._ -2222- 2222.. 222 2 2 222.
..._...mi _.. ... .-_- r 2222-:.. ...__....,lsmuacxa`I°XCWJma ,4VR✓'VNfi C".,,rdlA .,. Q12r our ff4 airuamucArre'
udr Aaumexnmaaa p9auatapixa�VaNw.u; -R mNYraaRrr Am6vn,ueAN MXxrronpittrrmurYm�a^C anXyv_ 2222. 4aNwxmm�au.M YaYnmYa�n1 Y N. _._.__.,,.., ,,2222,.. .-
4131CYr'.ripy Ilu upy..
R.6 Voo WA a ,M94 Ad A W'rrmYY°.
i_............_. ......... w- . 2,222_ ........._._............. 2---- _2222 .. _. ... ..�._.,.....,.
ql ➢%J CIDfI .� .....__.,._ _._. 2222... ...
�7_n ..�... .� ... ......._ 2222 2222_
. dCN"AdG 'WAaa!mur SaraUgrdcm sgdrutmP ., ...._ ... °°.Wurrz dJm 2222 .. .Nb,PeY Vb am^u'roarce»JraYma'WUrv,tmcarcn.... .....
... _ 2222, . ... .,,,,,,
... qV"d aadYi& 4 C Y2, Ip INVmexcC l rva p8 pxuu a evumvia a gJaudnua V""aMvm tV pup un Fdnm.671 aNGFBNb^R4 d#2G51V oA WM1'&ViM F"SUa
u ...........'k.. _ um
d J3amnrvq Yrua,9J dazaw _. 2222 -- C uu k"rY maJ riSa 1A4 J4cwB a..� AWWdaprNNSVY^ ...
_ s . . . -_ ... 2221_- `_2222.., . .. .._._... _. _____.... ... ., ..._ _ a W4 4 4.5V4 n
dWPtl`g4a9N3;V F,I N
IN 2Ja J rvax Xd adxarua * W Jame cap 5I 4%uamvunn�Man N D N aAVA b'S P#'Qh -
... _..-., . AWa"WrA,N" SQ
QXk4'k4dMtA' p B Cv u4 AmuuxuaoeU APoI,M avpYiJlwatrvawa a✓tllaJwp .Qbd..
Si.-A-P:M J NCanuaua G"vnx"Fd wfual•_. - _ _ _ ..
FJNp gWaartxd N Pas dp bw
...__1 x24 Nara 9R Nexnun¢ CNNaiwu Can'MSG"uXXn mu 02sawXu wqk VAS°IN2"'Q.N 3Ws bb UB4UdC AyAr�"4 F'-Si V;E
_ ...�
y,,2 .Y_ mra_2222 .. IY°4 V'@;,a.xwdumzV VaGvo Jsawj IAlm annJ to N7 NGti"d @CA6 Ya7 ____...w A1dh ia"M 4°-titlV'u __ ...
2212 -
_.___ 2222
Dry
aw'pp"AANN....- q C X7 pFU RgaerrteR PruYW JJ�Ic�.aa- ............ 5M-11l ia!w,Y maa2Pramk 2222. 4aw2o RkuabwmapJ,l4ro B4'Aah 2222 rA4'W Vw,hC "vpg 2222
r m
�,�� _.9'2222 __._. _. 2222.. .._ _1121 ._
j 'r!#Vurrgr Dr4nv4uappm No 544A 0.
2222 BV"4cG9pN_N_-,,,, IC,B-X 2... ., ICpmxxmmd F"nrw VJyeCrarnfl 2222 .. .....IWXowa JNam&'amuu2nmru�2 2222... ......... yaVre4r Qlrm!wra,F"XNup w^; .......__.A.WdU1a'.am C'-;oW'22
'. .. ............. ....._......._. 2222.
CBBPN ba4dM N.J d2 NXII AJbnACaq Yw pNy4Bnerpu �Fmfl eaPm GGDYnngn6lJ .n4 AY'ul8 IW9"&.'"XbnCm mP2/2b ,nM,4%fW7ry%'"',4 -I . -.._,
_. ._
2222 d!UM'WBBVt X N NA'✓ JM4 a4ruP�xeB N wla XN u4a'amce 22 22 1222.._ -. X)"u.Nh,w.4,q manwLYy .. A4kda a q'Ymrovuewr NVue P4adP�"'N an _. e°t WVn Aw S %.2 ..,. .,..
F m ,.'' .,_ .. .. !i 1122
2222_,.,.. . "W mIICn YDANW iSIOFSffiIZ1. , 2222. .._..p!F'aXFd"abVXXnX@t.ptiaD°}W.F4�1'NYdQN"d,... .............r'{�W4 WW'AW Qw'$q$,�'2
._...�. 2222 , ..,,,,2,122.,_ 1222._
.... _-
.... R'1pA J9'k HC 3aJ1..4`S
._,.,. 2222.._ 2222__
IXpBdflGW'P4u2 I-tl&W, w.... VfaaAm gtwnaaam; ..._._._ H wwY%Y arpara Inrmu wJorcFa LrYm kddaxma CJr a X1'panau¢'}mr 6 1 Vn J .gams h„Y4 C
2222. 2212. 2222 2222..-,1122 ... _ ,,. _ ._ .. .1121_
2222. d14F"k16VY1....., NFAaaku eH LaaJu 4arJdt _ .. Anrmb N4pnaP A.MN i C sbmUerl I:acYpkvlr Sy Ni 5msdrJdm
...,._...,,. _- 2222 _ 2222.. _. 2211-- ... _. nmS , -- --
.. � "'Ln hacYa.Ntlu NQ ... X u951BYdYaWgs Gbrnuxp"X baalafda. A uan V2°°lal
Ii1UP"e4a88WB "n"w'4wX Mi Yrcu+4uusYVUOTM .., 2222 ., jam
.._ .. -. .. ,2221 _ 2222 2222.
.. 4B,g105 C .. F , tl.rc`aa S YHU flr ^r;a l 2222- .._. _. 1222__ ,...g(l f5"wV°2222. 2222 2 2 2 2 �.a X I%S V a ldl� a g n l Y'wilk,.,, .,, .,.
., SaeCYpdr ... 1222.. ....... ACM XuuJuax¢ru .............. 2222... NnS Qr anwovad Cab a SaU9e9da .. X _ :.-
4 Yam
.. {k il5 tl r eA.V rr Ip mu�?aaYe"^V acv fd xwua W. r,^Ilp iw„rnraa w'sV^ur.Xraar:a Vl wa;. a4M"&W r r .. ... F"•W'.uba
"del a.I V uu nx VOA A W &Rq 0.k 0 r 4 a u
C_.° q? 7.1 X"... fl vaau'. da*wa',Auaasaw➢ fl;a
IlPiI glnauuam'C 2129r"201 2 Ilaflwd2aa 3
CITY
OF
FORT OR WATER DEPARTMENTS UFIVATM2-29-2012
STANDARD PRODUCTS LIST
MR Jr, M, k,�m
-A— _j�, All
w
.................................................... ............... ...............
aw I wgi( n�l-
........... . ... . ............................... . ......................... --ltll...... .......................... ..........
5�0 mw. . . ➢
.... W �J M, UCAil 6-, ""i"s"A"
................ ............................................. ..........
nw Ud DBA,Mmms b",
. ........................ ...................... ............... .............. .. .. . .......... ..................... h'-"A"
----------
- -----------------................. ................................................... ....................................... . ........
Polvediviene EncqsLment
....................----—-------- ..........
................. ...................................- ..................- .............
............ ............................. ... ........ Vuxllwpm if:artery¢x .....................
kn,U=,-mt N1 u„llv
M"dwsm AWWA(101,•............................ .............. ........... ...................in
.......... ................................................................................ H W m AWWAC
.-................... ........ ........................- ---------........
.
..... ............................ ....................................................... ............................................................................... ............................... ............
........................................................................................................................... ........................................
Dumm chmk Mea nt��
XL. modd INV Dew=m Ch"k vgw
X.P. AWWA(77M,Ous 3M 6”
..........................................
ra LIZ=1, 4
NO I.T S
.......
... .. . ........ ....... . ... ..--------- ..... .
--------------- «er S"uoxncn IX.nttkc' 11 .............. .... ..................................................................................- ----------------- ............
X��e
............. ........... �---1K Afff .................. ........................................ ..................... ..................... ..................................
................. ..................."-Y-"---_- ----- .............. ........................... ............................................................................................................ ..........................................
N
I rig FM wmu,Y'Dwwql grummll"Ma PMXM 155 uHwwwwXvTlW mm"Arremew-m fuumw-mm wnwrm iwni rwwr NMI wainy ammmuml m3 mr-----
ipemkuk.w.W spgxifw.p"Auas,ffe mdad"A as Pon,of Lhe Chnuumml cmaract Da.,mmis,Ox mqiTemis of Ux Ted mW W•Tmikiniaii Mg ma fi&dw Fogi Wuug Wgux rATmiaww's Smndud SpmAcmkm wd ibe Fat Muth WawrT)qwuuvA'&
Stan dud"ims Um and aM,o"I of dw qwific pxAlcts mil ax.UMSW m die nqummmms of fllL o,nm die spwAx pmdm%nrcw As vbe Fmt WGwth Waur ID qwmnua's SmNUM S1w.0"im c,Ug w Me Fw.Wad Waw
Fk A l `s:zYaundwd lhxwWm Um
.......... ..................................
................... ------------
................. ................. ----------------11..............................................---------------------- ............... .......
Prepared 212.44M 2 r"vq 4
OTHER
EXISTING PAVEMENT PROFILE SHEETS
CITY OF FORT WORTH 2014 CIP Year 2-Contract 1,Unit 1,2,and 3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 02369
Revised July 1,2011
IM W
w I '�is
�Nq 1� SOW
amp
MR
� C ac
WOO
AlsL,- .. ... _.. ......._ ._ . _. _... N , . _µ.
�r
ff
9 „�
i
PIE F,
Maw
M1 MIT
,
dd °
m Ij
°
Q7�7M1 ..
d $$ .........._...._.... to
a q.b tl g CIO "
' P
� a
� R pW
MW
9g
" ..... .......
°'
� n
" r i rv•
;I lip B V P
w.
�.
7 TOM
b. a. 12
all 1.
.
W
Sm.�
a
1
k N-6
0
d
v- g �
d a
,
m i
054-CL WS 3NinH_)1V W 9
PIT
I
i
�._ _...__ _.... ... ... .,_........ ........ _.. .,. ........_. .. __....... ....._ _ _... _..................... . _.
I
i
......,..., __. _ .... _.... - ..........
_L 9300
.If..... ...., .. Mcz-x ,,,,,, ....... _. .. ... ... L..1.......°, IJ M1. -Z d A d!O KOZ
.. ............. .,. .. ...........
..,..
z .r
oz m E"
rq�, k�m�'' � C�
0
0- +
_ CC ;G7
IZ3 Wr
C,a-
r$`
w.
v7 v 6g1 i
y
h
.J.'.., -
��e �, .°r
��, r" ........,,,,,,.........
a�f
u S 09+LL V1S RNllHXVW
..... .. ®..
—77-r-
�
J I i
' m
a
—��
SY.
r� r Al ,� y
....... .....
Lartlzt awL � f��
X
r
iM
4
�I
*i' mpy P
W � r
LU
f � V
V
... dal II c4°r. l ' j V 1
Z_... .._._... a
F� { Y
a
8 sti J"
YI
......
r 9 i �a r �
,
I 4k
cy � r
..
9 k
b no
�Ir
, Rpry
1 vgp A u Gyg[""
"W
.,F��� �� � .. 4 �✓ �➢ i��br� f r c { ^F� rc � wi5 e�mw -y w
99 4� y
F� SCENIC
I)O L3
axa� :v aw m wm' � r vI r
r
{ Irr e i
w
r y
a I
m.
a r
t y i r
.� CI
Yoe
_,,,,,,,,,,,.,,,.. .......
lag z 50, OV
ows 64
iu- NO RE lip
777, 77777777 7 7777--77777-T7777777
to I �t-.-. :",�, too : MITAY—,
AM
FIT
all Z 7 TH n
Ogg
xx
lid sy Is
Low; 11
ENT
LL
Get $ I .1� OO Z A d13 KOZ
..
U
ogz
�7 Pig '
L9 04 91" 96
,age,
d 41n4 ® C�
-a's it. as a�'I�M�w ��W �'�"�� "��"� EiL�
CL
®f- .
Wf 'w„wa 0
r ,I Y r o� CR Z
..
cc
w—
C" N 411,2 CY I
Ds ^"IIUM, im
� l
f
w• 4 w �+
a J
I
kjM
,
.. .
I
W
JAR % ARMT1 o
4
r l r
p�Y
{{
+r.
ho
7C .m
a
Im.
w
I
o s C
1,
u
a ...
ty ,
_
s w 4
gig.
-------- .._,....,. ..
I v s �;
ygl. 4 J6
Ic [
iI
i
� ' ....
J
..
HD
._.......................... .-- _....... _........... _ _... ........._ ....... .........J
L#300 Mez-x MVdiNOO-Z UV3A d13 KOZ
N
ozz
120 w
m
026 ..
w $ e IPM 15
r, 5 U
x Imoo)
aH 0
al My WS
awn
� a lit
ear a_ v
its® &r , v
11 IN lips
1
G
u u t
W+L IN 3NfNDI'dW�.®..._.�.�,®.®.d.
Kill
I All US,
�r
o-
_" V I ... _.... V
� 4
. ..,
Ji
9
-_ wig �a a
'Id
.............. ..........
lip
i Ulf
Tim WMAM
T pill u I
a
J V a
I
.
t
a � ..0 V Ill
coil
vol ; a
Ft
�! - -
Wank w y
r '
NaJ. JS 11 1&RL °d d
......... _.., w.......................... ........_..m._.................................... .............................
i
M � .
ON
Inc
to
j 00 C
e
r ®mom
f2o d" ,. a,� z M. tow
a m
so .�' z g
0 �C
�.. ..
C CH P
" 1
aIts ..,.
47H 1i J,
° � w
p
u d
BBS ;
d
,
a
., A
"IT 11
.I� °
1 �: l
R
� � I
Q �
I
�Lamms amu z" �.
7
oiii
® p
a a
a
YN " f
„ . . � j
� iW ., �
a b Ju fl
1 � �w .ter ' b°.' " "
„
d jW .. �;
V�
Y
p
_1711 p
, U �.e
r n,
gar mam. rI o war 777
ONO
lift_.....� -. .„.... 1.� ,
.......... .................__,
1OV81NOO"Z "]A d1O KOZ
,,,,,,,,, ,,,,,,
�p V ME L1
n'1 n,� III vrM J I ..a
SO
oil
MR
IS 41
MI hW o� I �I x bx, w".v Y i'�tl 166�. AS W
�Y� �
�"4 f
t
a ff
; f'f 1 y r Iy
C L,j
Hilla
r w I
J
4 �
d
I rMNw r
�. nafn
afl[daPe$a id'IOOtdl'I { �' �
�w 6
I r
J
a� p.. 0I r
c V i
J
Q_
a, ARE wo
lima
its il ~ W I
and
F
µ
W a 1 f i e
l
r f
u�.._...,
Is 1! all
•� I mi I I
-,41-
, �[
w I
Bill -1 h :1 11 gap,�{ks yayE 1 6wRY
Q� � .W ��r✓ . °� � � � I � � rl� er j � � l
`
�c pp
w ..
.J 1 f1 V L "LIT
.. w
_
p [' ' 1 I r r f y r r 14 1 W
00+9Z YIS 3NIIlH�.11'VW I �1�5-�; �,� dY . ,�, V "'
e
I
I
it 3
Ism
Rzy
ow
004 9Z VIS 3NIIH'.)IVW U49:I,,
Ila
oil
AF
1177 17 Hill
top 7 IT!
Atli
oil
lip
too
do %art
TAPE
IRKL 0300 Iftez-x IOV*dINOO Z W3),dID KOZ
. ......... .
................
oz—Z
lRop
0,
zo
o
U)z
ZP
...................
00+ZL VIS WlH.01,"
i IN
..........................
Lj
...............
....................................
f
.....................
�m 3E
la
3�QN3AV ,4,
O,Lf)KEMHW.l
.....................................
yy
------------
te
E,71
.z. is R 1.9 4
...............
5V
.
. ........
ng
Sm.
ft,
a �i 4 ................... IRV -4
VAT 0141AG,
,=OH A
....................50+OL VIS 3NIlM31vw-
........................ L
- -----------------
13VNINOD Z M l KOZ
U
jE x"I Hl J- 0 z
a
s
pt
LA 5 0 r, f u 9
CL
Z,zo
0
dG
We
Nil
§19 K tr
2
�V;
12
>
.. .... ....
2.
—7 171.............
JK
YYbi
004-01 WS 3NIIH:)IVW
...........
....................
5.4
................................
t
.....................................................................
,Y ... ............................................ pp
�...........
4
f
...................................—----............ TL ............................
IrM ",77'777[
fmo
............II.. ......M r.
LW
..........
A,
N
I J
711k,
Qw v�-
v 22M
............z.
-_-..:- � :.�.......S-:11.
................... ......
j,
ON............................
7---
Po
Fee
's -0 "1 z
.........................
�jr
...............
59
1W
- -g
y g
N*
9 —1 ......................7-7 7
oES
3
............
'41
IV
7T7
t
Egg h
WINHAV UNV-111-)
;4--L
Pig
77
........... d"
L J,
7
..............
......................
. ............................................................
.................. --------------- ..............
L IOVIUNOO-Z MA d13 KOZ
Ozz N
3:2 0
z
ag PIN oil If
-1 .0 0 0
CK
Also
I
- 1 INV
V q
6 y
aoa I q
1 2222gh EIRM
Bub
Wg WWI
.................-------- .............................................................................................. ............................. ......................... .....
777
77-
t
1"
T �17
21
No*
Man Th
I
1 Is , I MIT 1.1 1 111
7177:177""
4 11177: 111 Ar 1 [Lis
VO` n7l
III I mall,
77-7777117
M All
Ni
'rrq' IL
M IF
ir
P; 3nv I E
STAN
if"All v
pr
Xg
.. ..............................
all to as
om
lit
............. z.......
"
DIEM -3 11 :1� A p trow
4t
lot 11 11 1 .1 i 11 �R,i
.1 Ujim, ThO
MUI
47
z
lay
oil
'A
1
.r 4k
77777
00 SL vis 3N1 NR 0 WS 30 0A. TET
XL
A-lid 2,111 U—
E
............................... .................... .......................................... ....................... .....................................................................................
................................. ........................... ___......_____"_. ............................................................. ......... ......................................... ................................................. ................................ ............................................
'V
¢ c
Ile
v,
N�w� ay d, �, ......
s
L a vD d
ip
All
cli W
Al
w. rw I
mm.' f l_._ i~ Y J f
Jf
R� J
00+SL YL5 3INI11H31`IN r
..�. ._,�._._. � ......._....�..... �� �I� 1 j
f ,r eh7 '�• 1 i
J
f
IJ
w
gym. �,
d k . ..... ° 1
I`
fy
—7 '
wmw WZ,raemm map ., 8 IM �..� db �.�...•, [ d � � J
LU
I ��nrxn� ��� Ma�� A 1�"� i �
f I
J
Owl
IM I
Ap§
i �..qi Fri°&Ji
j ty 92, R ;?
u Y
r- d w k ,6 B 4 a („ ..,.. �..... I ...I II f a i Y J j I
m {
��. �mpr r l h
_.:
� 1�
`°�� , 1�
�.ry
+ x
w3 % ffi �� i
w 1
I
� r
Ali
M 9
a3S+dl vis 3WIlH51iw
of ° Qi yy
1 g x
..,_...._._......,�...___....... ....., ................. ....,.,._.................___..........,,_ .. .., ...,.,.,..,... ._.._. ...... ._....._. ...., _ ........... ................. ....._....... ...
c owu as mx lO OO-L HV3A dID KOZ
`I
®;KI� II
s �.
LZ
: w ZalI
zoo w
Vj
CL '1 m
ol
ld
Zo
Cd �a
w m
""°
•
i r ! I fu Tfr
o OS+LL VIS 3NIlHX "�;
uM „� W1
._.-------
I 1
I { f
_,tea b w ( �hm' wfia
dP1WSlnF Ou I
µ
�a
{ ....� a. _.... ................. '
...... F - p YYY
f V
I
[f
e � ` IIIVVV
Q
r
u.
� b� ate+ u'a ''i .."_____ ..____.._.....-. f { f f sr J 1 f�l J I C I 1
�� �� �° - acne u
gy
k .1.W'J
,gar V,� r
„tea � w yx Mw r � ` Wo....
Q �
u
I ll. 1
.......
� f
A MAI
gig dry _._.... ��,q�s _._.._".._.._.,_........ f 7 r I I
f N
you µ mA s I I
Fi. .....ppq S f 77 P P f Ilh Al IN
an w..waw2wm. "' � m^�w wawmrvna .� ^ R @�y
I 1 4t vw'.n
�PLP7�JRI�� 1� 1
i
w
I
ryg
1 � {
NVWOH
�u t ._.................
f f,
f 1 I i
�¢
Y r 1 1 i
If
T a I
f! .,Al
I
o, s._,...._... . ..,®�.�._�._.�.. OS+8 VLS 9NIIHZ).LVW
l Y f ?
rob ) U �Ym p
� f V { f
.............. .... ...,,, ,,, ..
cx�oa t®6ez x 1 O 1NOO-Z HV3A d13 KOZ
..... ........ ...
P K 0 z L
c nI din
a Z90
a put
"� � �" � ,� � Sri V-•IU� 47�,�
�0I � "1
®ac's 1 6 a I
.....,
M z a L S prt g Z wop N
N1 0.
e ' US¢4� d dNIlHJ1VV�� 9 wa
j y
_a..-4. r:._a_ 1
.� ,
S f II
I r .
y,6
met
Y �
. ...
f � I l r ,maw l ➢ W y ,m a"arr
gyp,.—+- .
r -1 ,�A rM'NXMI��n l"�w ry rv„ a 4 w ,z,� y
m
M
T71
r
r
{
a 'rid
w.. ....... ...... ..
p
".
vs
.. n 0�'
� j
�'d
a ..
1
Y I I Y Y
q m
Yew
40,
_.._..� r ...... B
w i
.'
tINV'II�IJI[I� I� � � � � � �
all No as I'a
ptl,
� �.
r Y �
lips 3. 11 � {
M K l� I
`
f C l f 1 f
x ( fir
-w %azi aoi rn,
f
µ w v a �B R+ S
.� .._ . .
1 d 77 r -
4
i T �C1�keF�/1.� G1A6b°grJ ��, '�
d
• � w I r r t
r
i